纳米炭黑环氧树脂基复合材料应变和裂缝感知特性研究
|
摘要
结构健康监测是目前土木工程领域的研究热点,要实现对大型土木工程的健康监测需要灵敏度高、稳定性及耐久性好的传感器。本文从工程需求出发,系统地研究炭黑/环氧树脂基传感器的电学和力电性能,并将传感器埋入钢筋混凝土构件中形成智能自监测系统。主要研究内容包括:
首先,以电阻率的平均值和变异系数作为评价指标,并结合扫描电镜图片,分析研究搅拌时间和偶联剂表面改性对炭黑粉体在环氧树脂基体中分散性的影响,并进一步研究炭黑在环氧树脂基体中分散性对炭黑/环氧树脂基块体传感器力电性能的影响,从而确定传感器试件制备的基本工艺;通过分析其所形成电场的差异,比较不同电极对传感器电学及力电性能的影响,确定最佳的电极形式。
其次,通过比较掺加不同直径和结构炭黑的环氧树脂基块体传感器的伏安特性和力电性能,分析炭黑直径和结构对传感器力电影响的机理;研究环氧树脂基块体传感器在循环荷载下的力电性;进一步研究环向约束下炭黑/环氧树脂块体传感器在静载和循环荷载下的力电性能,找到提高炭黑/环氧树脂基块体传感器力灵敏度的途径。
制备炭黑/环氧树脂基单电极和多电极薄膜传感器,研究炭黑掺量对单电极薄膜传感器电阻率和力电性能的影响,揭示其渗流特性;研究不同电极布置形式下单电极薄膜传感器的力电性能;研究单电极薄膜传感器在循环荷载下的力电性能,分析循环荷载作用下薄膜传感器灵敏度系数的变化机理;提出通过在环氧树脂基体中混掺不同直径和结构炭黑改善薄膜传感器在循环荷载下的监测性能的方法;研究多电极薄膜传感器在弯矩作用下的监测性能。
然后,研究炭黑/环氧树脂基传感器的基本传感特性,包括滞后、时间零漂移、量程、灵敏度、线性度和重复性;研究湿度和温度对传感器性能的影响,提出温度补偿方法;研究加载速度对传感器监测性能的影响。
最后,将炭黑/环氧树脂基传感器应用于混凝土柱及钢筋混凝土梁形成自监测智能系统。研究环氧树脂基块体传感器对混凝土柱及钢筋混凝土梁受压区压应变的监测,比较传感器测试结果与位移计及同测点的应变片的监测结果;应用多电极薄膜传感器对钢筋混凝土梁受拉区裂缝进行监测,验证了监测系统的可行性。
Structure health monitoring is an attractive topic in civil engineering. It needs sensors with high sensitivity, good stability and durability to carry out health monitoring of civil infrastructure. In this dissertation, according to the requirement of civil engineering, the electrical and electromechanical properties of Carbon Black (CB)/epoxy matrix sensors are systematically researched. The sensors are also embedded in reinforced concrete structure to form self-monitoring system. The main research contents are as follows:
First, taking the mean value and variation coefficient of resistivity combined with image of Scanning Electron Microscope (SEM) as the evaluating indicators, the influence of stirring time and surface modification of CB on the dispersion of CB in epoxy matrix which affects the electromechanical properties of CB/epoxy sensor is studied and the basic specimen preparation techniques are obtained accordingly. The influence of different type of electrodes on the electrical and electromechanical properties of sensor is studied by analyzing the difference of electric field formed by different type of electrodes and based on which the best type of electrode is selected.
Second, mechanism of the influence of diameter and structure of CB particles on electromechanical properties of sensor is analyzed by comparing the I-V characteristic and electromechanical properties of sensors containing different diameter and structure of CB. The electromechanical properties of epoxy matrix bulk sensor under cyclic loading are studied. The electromechanical properties of CB/epoxy sensor restricted by surrounding carbon fiber under static and cyclic loading are further studied. The way to increase the sensitivity of CB/epoxy matrix sensor is found.
Third, the single electrode and multi-electrodes CB/epoxy film sensors are prepared. The influence of CB content on resistivity and electromechanical properties of single electrode film sensors is studied. The percolation characteristic is found in electrical properties of film sensor. The electromechanical properties of film sensors with different type of electrodes are studied. The electromechanical properties of film sensors under cyclic loading are also studied. The reason causing the decrease of sensitivity coefficient of film sensors under cyclic loading is analyzed. Based on the analysis, the monitoring properties of film sensors under cyclic loading are improved by adding the CBs with different diameter and structure. The monitoring properties of multi-electrodes film sensors under bending are studied.
Fourth, the basic properties of CB/epoxy sensors such as hysteresis, time zero-drift, full-scale values, sensitivity, linearity and repeatability are studied. The influence of temperature and humidity on the monitoring properties of sensors is also studied and the temperature compensation approach is proposed. The influence of loading velocity on the monitoring properties of sensor is investigated too. Finally, the CB/epoxy sensors are used in concrete column and reinforced concrete beam to form self-monitoring system. The compressive strain of concrete column and compressive region in reinforced concrete beam are monitored by epoxy matrix sensor. The monitoring results of epoxy-based sensor are in compliance with the results tested by displacement meter and strain gauges. Meanwhile the cracks in tensile region of reinforced concrete beam are also monitored by multi-electrodes film sensors. The results show that the self-monitoring system has good performance and high feasibility.
首先,以电阻率的平均值和变异系数作为评价指标,并结合扫描电镜图片,分析研究搅拌时间和偶联剂表面改性对炭黑粉体在环氧树脂基体中分散性的影响,并进一步研究炭黑在环氧树脂基体中分散性对炭黑/环氧树脂基块体传感器力电性能的影响,从而确定传感器试件制备的基本工艺;通过分析其所形成电场的差异,比较不同电极对传感器电学及力电性能的影响,确定最佳的电极形式。
其次,通过比较掺加不同直径和结构炭黑的环氧树脂基块体传感器的伏安特性和力电性能,分析炭黑直径和结构对传感器力电影响的机理;研究环氧树脂基块体传感器在循环荷载下的力电性;进一步研究环向约束下炭黑/环氧树脂块体传感器在静载和循环荷载下的力电性能,找到提高炭黑/环氧树脂基块体传感器力灵敏度的途径。
制备炭黑/环氧树脂基单电极和多电极薄膜传感器,研究炭黑掺量对单电极薄膜传感器电阻率和力电性能的影响,揭示其渗流特性;研究不同电极布置形式下单电极薄膜传感器的力电性能;研究单电极薄膜传感器在循环荷载下的力电性能,分析循环荷载作用下薄膜传感器灵敏度系数的变化机理;提出通过在环氧树脂基体中混掺不同直径和结构炭黑改善薄膜传感器在循环荷载下的监测性能的方法;研究多电极薄膜传感器在弯矩作用下的监测性能。
然后,研究炭黑/环氧树脂基传感器的基本传感特性,包括滞后、时间零漂移、量程、灵敏度、线性度和重复性;研究湿度和温度对传感器性能的影响,提出温度补偿方法;研究加载速度对传感器监测性能的影响。
最后,将炭黑/环氧树脂基传感器应用于混凝土柱及钢筋混凝土梁形成自监测智能系统。研究环氧树脂基块体传感器对混凝土柱及钢筋混凝土梁受压区压应变的监测,比较传感器测试结果与位移计及同测点的应变片的监测结果;应用多电极薄膜传感器对钢筋混凝土梁受拉区裂缝进行监测,验证了监测系统的可行性。
Structure health monitoring is an attractive topic in civil engineering. It needs sensors with high sensitivity, good stability and durability to carry out health monitoring of civil infrastructure. In this dissertation, according to the requirement of civil engineering, the electrical and electromechanical properties of Carbon Black (CB)/epoxy matrix sensors are systematically researched. The sensors are also embedded in reinforced concrete structure to form self-monitoring system. The main research contents are as follows:
First, taking the mean value and variation coefficient of resistivity combined with image of Scanning Electron Microscope (SEM) as the evaluating indicators, the influence of stirring time and surface modification of CB on the dispersion of CB in epoxy matrix which affects the electromechanical properties of CB/epoxy sensor is studied and the basic specimen preparation techniques are obtained accordingly. The influence of different type of electrodes on the electrical and electromechanical properties of sensor is studied by analyzing the difference of electric field formed by different type of electrodes and based on which the best type of electrode is selected.
Second, mechanism of the influence of diameter and structure of CB particles on electromechanical properties of sensor is analyzed by comparing the I-V characteristic and electromechanical properties of sensors containing different diameter and structure of CB. The electromechanical properties of epoxy matrix bulk sensor under cyclic loading are studied. The electromechanical properties of CB/epoxy sensor restricted by surrounding carbon fiber under static and cyclic loading are further studied. The way to increase the sensitivity of CB/epoxy matrix sensor is found.
Third, the single electrode and multi-electrodes CB/epoxy film sensors are prepared. The influence of CB content on resistivity and electromechanical properties of single electrode film sensors is studied. The percolation characteristic is found in electrical properties of film sensor. The electromechanical properties of film sensors with different type of electrodes are studied. The electromechanical properties of film sensors under cyclic loading are also studied. The reason causing the decrease of sensitivity coefficient of film sensors under cyclic loading is analyzed. Based on the analysis, the monitoring properties of film sensors under cyclic loading are improved by adding the CBs with different diameter and structure. The monitoring properties of multi-electrodes film sensors under bending are studied.
Fourth, the basic properties of CB/epoxy sensors such as hysteresis, time zero-drift, full-scale values, sensitivity, linearity and repeatability are studied. The influence of temperature and humidity on the monitoring properties of sensors is also studied and the temperature compensation approach is proposed. The influence of loading velocity on the monitoring properties of sensor is investigated too. Finally, the CB/epoxy sensors are used in concrete column and reinforced concrete beam to form self-monitoring system. The compressive strain of concrete column and compressive region in reinforced concrete beam are monitored by epoxy matrix sensor. The monitoring results of epoxy-based sensor are in compliance with the results tested by displacement meter and strain gauges. Meanwhile the cracks in tensile region of reinforced concrete beam are also monitored by multi-electrodes film sensors. The results show that the self-monitoring system has good performance and high feasibility.
引文
1欧进萍.重大工程结构的累积损伤与安全评定.走向21世纪的中国力学-中国科协第9次青年科学家论坛报告文集.北京, 1996.清华大学出版社: 179-189.
2欧进萍,关新春.土木工程中的智能结构体系研究与发展.地震工程与工程振动,1999,19(2):21-28.
3 A M Vaysburd, P H Emmons. How to make today’s repairs durable for tomorrow-corrosion protection in concrete repair. Construction and Building Materials. 2000, 14: 189-197.
4 K Mori, A Spagnoli, Y Murakami, G Kondo and I Torigoe. A new non-contacting non-destructive testing method for defect detection in concrete. NDT and E International. 2002, 35: 399-406.
5 B Glisic and N Simon. Monitoring of concrete at very early age using stiff SOFO sensor. Cement and Concrete Research. 2000, 22: 115-119.
6 N Takeda. Characterzation of microscopic damage in composite laminates and real-time monitoring by embedded optical fiber sensors. International Journal of Fatigue. 2002, 24: 281-289.
7 S W Doebling, C R Farrar, M B Prome and D W Shevitz. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review. Report of Los Almos Lab. 1996.
8 G W Housner and S F Masri. Structural control research needs for smart civil infrastructure systems. Proceedings of the 1996 1st European Conference on Structural Control. Barcelona, Spain. May 29-31, 1996. 346.
9 G W Housner, T T Soong and S F Masri. Second generation of active structural control in civil engineering. Microcomputers in Civil Engineering. 1996, 11: 289-296.
10 J C Chen. Intelligent monitoring system for suspension bridge damage detection. Proceedings of Bridge into the 21st Century Conference. Hongkong. Oct. 25, 1995.
11 A R Flint, A N Mcfadyen, C K Lau and K Y Wong. Wind and structure health monitoring system for Lantau fixed crossing. Part 2: performance requirementsfor the bridge instrumentation system. Proceedings of Bridge into the 21st Century. Hongkong. Oct. 25 1995.
12姚康德,许美萱.智能材料-21世纪的新材料.天津大学出版社. 1996.
13陶宝祺.智能材料与结构.国防工业出版社. 1997.
14杨大智.智能材料与智能系统.天津大学出版社. 2000.
15 T S P Austin, M M Singh, P J Gregson, J P Dakin and P M Powell. Damage assessment in hybrid laminates using an array of embedded fiber optic sensors. Proceedings of the SPIE Conference on Smart Systems for Bridges, Structures and Highways. Newport Beach, California. March, 1999. 3671: 281-287.
16 O J Gregory, B E William. Smart optical waveguide sensors for cumulative damage assessment. P roceedings of the SPIE Conference on Smart Systems for Bridges, Structures and Highways. Newport Beach, California. March, 1999. 3671: 100-108.
17周智,田石柱,欧进萍.光纤传感器在土木工程中的应用.国际结构控制与健康诊断研讨会.中国深圳. 2000.
18韩保国.碳纤维水泥基复合材料压敏性能的研究.哈尔滨工业大学硕士学位论文. 2001.
19周智,欧进萍.用于土木工程的智能监测及传感材料性能及比较研究.建筑技术. 2002, 33: 270-272.
20孙圣和,王延云,徐影.光纤测量与传感技术.哈尔滨:哈尔滨工业大学出版社. 2000.
21廖延彪.光纤光学.北京:清华大学出版社: 2000.
22 Z G Wei, R Sandstrom and S Miyazaki. Shape-memoty materials and hybrid composites for smart systems. Part I shape memory materials. Journal of Materials Science, 1998, 33: 3743-3762.
23 Z G Wei, R Sandstrom and S Miyazaki. Shape-memoty materials and hybrid composites for smart systems. Part II shape memory hybrid composites. Journal of Materials Science, 1998, 33: 3763-3783.
24吴波,李惠,孙科学.形状记忆合金在土木工程中的应用.世界地震工程. 1999, 15: 1-13..
25王吉军,杨大智. NiTi形状记忆合金振动感知与主动控控研究.大连理工大学学报. 1997, 37: 736-741
26袁慎芳.进行损伤评估的智能材料结构的研究.南京:南京航空航天大学. 1996.
27王茂章.用作智能材料的碳纤维.新型碳材料. 1996, 11: 11-17.
28 C Liang and C A Rogers. One-dimensionsl thermo-mechanical constitutive relations for Shape Memory Materials. Proc. of AIAA 31st SSDM Conf. 1992: 905-913.
29叶青,胡国君.水泥基复合材料的研究与开发.材料科学与工程. 1995, 13: 62-65.
30姚武,吴科如.智能混凝土的研究现状及其发展趋势.新型建筑材料. 2000, 10: 22-24.
31 S H Wen and D D L Chung. Seebeck effect in steel fiber reinforced cement. Cement and Concrete Research. 2000, 30: 661-664.
32 J Y Hou and D D L Chung. Cathodic protection of steel reinforced concrete facilitated by using carbon fiber reinforced mortar or conctrte. Cement and Concrete Research. 1997, 27: 649-656.
33张令弥.智能结构研究的进展与应用.振动、测试与诊断. 1998, 18: 79-84.
34黄尚廉.智能材料结构系统与结构工程构造安全监控的一条崭新思路.智能材料与集成系统发展战略文集.大连. 1998, 117-123.
35瞿伟廉,李卓球,姜德生.智能材料结构系统在土木工程中的应用.地震工程与工程振动. 1999, 19: 87-95.
36赵廷超,黄尚廉,陈伟民.机敏土建结构中光纤传感技术的研究综述.重庆大学学报. 1997, 20: 104-109.
37 Q J Zheng and D D L Chung. Carbon fiber reinforced cement composites improved by using chemical agents. Cement and Concrete Research. 1989, 19: 25-41.
38 J M Chiou, Q J Zheng and D D L Chung. Electromagnetic interference shielding by carbon fiber reinforced cement. Compoistes. 1989, 20: 379-381.
39 P W Chen and D D L Chung. Carbon fiber reinforced concrete. Extended Abstracts and Program-Biennial Conference on Carbon. 1991, 240-241.
40 C M Dry and N R Sottos. Passive smart self-repair in polymer matrix composite materials. Proceedings of SPIE-The International Society for Optical Engineering. 1993, 1916: 438-444.
41 C M Dry. Adhesive liquid core optical fibers for crack detection and repairs in polymer and concrete matrics. Proceedings of SPIE-The International Society for Optical Engineering. 1995, 2444: 410-412.
42 C M Dry and M William. Crack and damage assessment in concrete andpolymer matrices using liquids released internally from hollow optical fibers. Proceedings of SPIE-The International Society for Optical Engineering. 1996, 2718: 448-451.
43 A Sagae et al. Humidity controlling concrete material. Concrete Journal. 1998,36:37-40.
44 C Dry. Pressiving performance of concrete members under seismic loading conditions. Proceedings of SPIE. 1998, 3325: 74-80.
45 C Dry and N Sottors. Passive smart self-repair in polymer matrix composites materials. Conference of Adaptive Materials. Albuquetque, New Mexico, January, 1993.
46 C Dry. Matrix cracking repair and filling using active and passive modes for smart timed release of chemicals from fibers into cement matrices. Smart Materials and Structures. 1994,3: 118-123.
47 C Dry. Release of smart chemicals for the in-service repair of bridges and roadways. Proceedings of SPIE. 1996, 3321: 140-144.
48 C Dry. Procedures developed for self-repair of polymer matrix composite materials. Composite Structures. 1996, 35: 263-269.
49 E N Brown, N R Scottos and S R White. Fracture testing of a self-healing polymer composite. Experimental Mechanics. 2002, 42: 372-379.
50习志臻,张雄.仿生自愈合水泥砂浆的研究.建筑材料学报. 2002, 5: 390-392.
51欧进萍,匡亚川.内置胶囊混凝土的裂缝自愈合行为分析和试验.固体力学学报. 2004, 25: 320-324.
52匡亚川,欧进萍.内置纤维胶液管钢筋混凝土梁裂缝自愈合行为试验和分析.土木工程学报. 2005, 38: 53-59.
53匡亚川,欧进萍.混凝土裂缝的仿生自修复研究与进展.力学进展. 2006, 36: 406-504.
54匡亚川.具有裂缝自修复功能的智能混凝土及其结构构件研究.哈尔滨工业大学博士学位论文. 2006.
55 O Figovsky, D Beilin and N Blank. Development of polymer concrete with polybutadiene matrix. Cement and Concrete Composites. 1996, 18: 437-444.
56 B Gerharz. Pavements on the base of polymer modified drainage concrete. Colloeds and Surfaces. 1999, 152: 205-209.
57 Z Shi and D D L Chung. Carbon fiber reinforced concrete for trafficmonitoring and weighing in motion. Cement and Concrete Research. 1999, 29: 435-439.
58柯国军,郭长青,陈振富.钢筋混凝土材料阻尼值的实验研究.四川建筑科学研究. 2003,29:14-15.
59刘铁军,欧进萍,李家和.硅粉的硅烷化对水泥砂浆阻尼性能的影响.硅酸盐学报. 2003, 31: 1125-1129.
60刘铁军,欧进萍,李家和.高阻尼混凝土的耐久性试验与综合评定.哈尔滨工业大学学报. 2006,38:715-719.
61欧进萍,刘铁军,梁超峰.复合纤维增强混凝土阻尼测试装置开发与试验研究.实验力学. 2006, 21: 403-410.
62刘铁军.自增强阻尼混凝土与高阻尼结构.哈尔滨工业大学博士学位论文. 2004.
63 C P Woei and D D L Chung. Carbon fiber reinforced concrete for smart structures capable of non-destructive flaw detection. Smart Materials and Structures. 1993, 2: 22.
64 C P Woei and D D L Chung. Concrete as a new strain/stress sensor. Composites Part B: Engineering. 1996, 27: 11-23.
65 C P Woei and D D L Chung. Carbon fiber reinforced concrete as an intrinsically smart concrete for damage assessement during dynamic loasing. Jouanal of American ceramic Society. 1995, 78: 816-818.
66 S H Wen and D D L Chung. Enhancing the seebeck effect in carbon fiber reinforced cement by using intercalated carbon fibers. Cement and Concrete Research. 2000, 30: 1295-1298.
67 S H Wen and D D L Chung. Carbon fiber reinforced cement as a thermistor. Cement and Concrete Research. 1999, 29: 961-965.
68 D D L Chung. Self-monitoring structural materials. Materials Science and Engineering. 1998, 22: 57-78.
69赵稼祥.碳纤维复合材料在基础设施上的应用与展望.炭素技术. 2001, 113: 27-32.
70邓宗才,钱在兹.低周循环加载历史对碳纤维混凝土断裂特性影响的试验研究.中国公路学报. 2000, 13: 64-68.
71关新村,韩宝国,欧进萍,巴恒静.表面氧化处理对碳纤维及其水泥石性能的影响.材料科学与工艺. 2003, 11: 343-346.
72 P C Woei and D D L Chung. Carbon fiber reinforced concrete for smartstructures capable of non-destructive flow detection. Smart Materials and Structures. 1993, 2: 22-30.
73 X L Fu and D D L Chung. Radio wave reflecting concrete for lateral guidance in automatic highways. Cement and Concrete Research. 1998, 6:795-801.
74 C P Woei and D D L Chung. Carbon fiber reinforced concrete as an intrinsically smart concrete for damage assessment during dynamic loading. Journal of American Ceramic Society. 1995, 78: 816-818.
75 X L Fu and D D L Chung. Self-monitoring of fatigue damage in carbon fiber reinforced. Cement and Concrete Research. 1996, 26: 15-20.
76 X L Fu and D D L Chung. Effect of curing age on the self-monitoring behaviour of carbon fiber reinforced mortar. Cement and Concrete Research. 1997, 27: 1313-1318.
77 X L Fu and D D L Chung. Improving the strain sensing ability of carbon fiber reinforced cement by ozone treatment of the fibers. Cement and Concrete Research. 1998, 28: 183-187.
78 D Marian and D D L Chung. Damage in carbon fiber-reinforced concrete, monitored by electrical resistance measurement. Cement and Concrete Research. 2000, 30: 651-659.
79 Y S Xu and D D L Chung. Cement based materials improved by surface treated admixtures. ACI Mater. J. 2000, 97: 333-342.
80 S H Wen and D D L Chung. Carbon fiber-reinforced cement as a strain-sensing coating. Cement and Concrete Research. 2001, 31: 665-667.
81 Z Q Shi and D D L Chung. Carbon fiber-reinforced concrete for traffic monitoring and weighing in motion. Cement and Concrete Research. 1999, 29: 435-439.
82 S H Wen and D D L Chung. Uniaxial compression in carbon fiber-reinforced cement, sensed by electrical resistivity measurement in longitudinal and transverse directions. Cement and Concrete Research. 2001, 31: 297-301.
83毛起炤，赵斌元，沈大荣，李卓球.水泥基碳纤维复合材料压敏性的研究.复合材料学报. 1996, 13: 8-11.
84毛起炤，杨元霞，沈大荣，李卓球.碳纤维增强水泥压敏性影响因素的研究.硅酸盐学报. 1997, 25: 734-737.
85 Q Z Mao, P H Chen, B Y Zhao and Z Q Li. A Study on the compression sensibility and mechanical model of carbon fiber reinforced cement smartmaterial. Acta Mechanica Solida Sinica. 1997, 10: 338-344.
86 Z Mei and D D L Chung. Effects of temperature and stress on the interface between concrete and its carbon fiber epoxy-matrix composite retrofit, studied by electrical resistance measurement. Cement and Concrete Research. 2000, 30: 799-802.
87毛起炤，陈品华，赵斌元，李卓球，沈大荣.小应力下碳纤维增强水泥的压敏性和温敏性.材料研究学报. 1997, 11: 322-324.
88毛起炤，赵斌元，沈大荣，李卓球.极化效应对碳纤维增强水泥的导电性的影响.材料研究学报. 1997, 11: 195-198.
89候作富,李卓球,唐祖全.碳纤维导电混凝土的交直流电性能对比研究.混凝土. 2002, 150: 32-34.
90吴冰,姚武,吴科如.用交流阻抗法研究碳纤维混凝土导电性.材料科学与工艺. 2001,19: 76-79.
91陈冰,姚武,吴科如.受压荷载下碳纤维水泥基复合材料机敏性研究.建筑材料学报. 2002, 5: 8-13.
92申喻滨,谢慧才.碳纤维水泥砂浆的配制及其力学性能测试.混凝土. 2001, 141: 48-50.
93张巍,谢慧才,曹震.碳纤维水泥净浆外贴碳布电极的试验研究.混凝土与水泥制品. 2002, (4): 32~34.
94王秀峰,王永兰,金志浩.碳纤维增强水泥复合材料的机敏性.硅酸盐学报. 1998, 26(3): 253-257.
95周振君,杨正方.带有碳涂层的尼龙纤维增强混凝土的机敏性研究.硅酸盐学报. 2001, 29(2): 192-195.
96张晓新,王伯羲.镀膜碳纤维用于智能水泥的探索.北京理工大学学报. 2002, 22(2): 254-257.
97关新春,韩保国,欧进萍,巴恒静.碳纤维机敏混凝土材料的研究与进展.哈尔滨建筑大学学报. 2002, 35: 55-59.
98关新春,韩保国,欧进萍.碳纤维在水泥浆体中的分散性研究.混凝土与水泥制品. 2002, 2: 34-36.
99韩保国,关新春,欧进萍.碳纤维水泥基材料导电性与压敏性的试验研究.材料科学与工艺. 2006, 14: 1-4.
100韩保国,关新春,欧进萍.纳米氧化钛与碳纤维水泥石的电阻率及压敏性.硅酸盐学报. 2004, 32: 884-887.
101韩保国,关新春,欧进萍.两种表明活性剂对碳纤维的协同分散作用分析.玻璃钢/复合材料. 2004, 14: 14-17.
102韩保国,关新春,欧进萍.导电掺和料形态与水泥基材料压敏性的相关性.复合材料学报. 2004, 21: 137-141.
103 M Sun, Z Li, Q Mao and D Shen. Thermoelectric percolation phenomena in carbon fiber-reinforced concrete. Cement and Concrete Research. 1998, 28(12): 1707-1712.
104 M Q Sun, Z Q Li, Q Z Mao and D R Shen. A study on thermal self-monitoring of carbon fiber reinforced concrete. Cement and Concrete Research. 1999, 29: 769-771.
105 S H Wen and D D L Chung. Seebeck effect in carbon fiber-reinforced cement. Cement and Concrete Research. 1999, 29: 1989-1993.
106 M Q Sun, Z Q Li, Q P Liu, Z G Tang and D R Shen. A study on thermal self-diagnostic and self-adaptive smart concrete structures. Cement and Concrete Research. 2000, 30: 1251-1253.
107 S H Wen and D D L Chung. Electrical Behavior of Cement-Based Junctions Including the pn-Junction. Cement and Concrete Research. 2001, 31(2): 129-133.
108 S H Wen and D D L Chung. Origin of thermoelectric behavior of steel cement paste. Cement and Concrete Research. 2002, 32: 1-3.
109宋显辉,郑立霞,李卓球.碳纤维水泥变形传感器研制.测试技术. 2004, 23: 22-24.
110郑立霞,宋显辉,李卓球.碳纤维增强水泥压敏效应和温敏效应的解耦.武汉理工大学学报. 2004, 28: 533-536.
111张东兴,苏余晴,黄龙男. CFRC抗弯试件的机敏性能试验研究.低温建筑技术. 2005, 1: 62-64.
112黄龙男,张东兴,吴思刚,赵景海.碳纤维增强混凝土的拉敏特性及梁构件的机敏监测.材料工程. 2005, 2: 26-30.
113张东兴,吴思刚,马冰,赵景海. CFRC抗弯试件的灵敏度.吉林大学学报. 2004, 34: 679-683.
114张东兴,罗朝华,刘振鹏,吴思刚.碳纤维混凝土配筋构件机敏性研究.哈尔滨工业大学学报. 2004, 36: 1411-1413.
115张巍,谢慧才,刘金伟,施斌.碳纤维机敏混凝土梁弹性应力自监测实验研究.东南大学学报. 2004, 34: 647-650.
116韩保国.压敏碳纤维水泥石性能、传感器制品与结构.哈尔滨工业大学博士学位论文. 2005.
117 H Li, H G Xiao, J Yuan and J P Ou. Microstructure of cement mortar with nano-particles. Composites Part B: Engineering. 2004, 35: 185~189.
118 H G Xiao, H Li and J P Ou. The mechanical and mechanical-electrical properties of cement mortar with nano particles. Structural Health Monitoring and Intelligent Infrastructure. Japan: 2003, VOLS 1 AND 2: 867-871.
119 Figovsky, D Beilin and N Blank. Development of polymer concrete with polybutadiene matri. Cement and Concrete Composites. 1996, 18: 437-444.
120 H Li, M H Zhang and J P Ou. Abrasion resistanceof concrete containing nano-particles for pavement. Wear, 2006(260): 1262-1266.
121 M H Zhang, H Li. The chloride permeability of concrete containing nano-particles for pavement. Proc. of 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, Shenzhen. 2005, Nov. 16-18: 1469-1474.
122 H Li, H G Xiao, J Yuan and J P Ou. Microstructure of cement mortar with nano-particles. Composites Part B: Engineering. 2004, 35: 185-189.
123 H Li, H G Xiao and J P Ou. A study on mechanical and pressure sensitive properties of cement mortar with nanophase materials. Cement and Concrete Research. 2004, 34: 435-438.
124李惠,肖会刚,欧进萍.水泥基纳米复合材料压敏特性研究.功能材料(增刊)2004, 35: 2653-2656.
125 H Li, H G Xiao and J P Ou. Effect of compressive strain on electrical resistivity of carbon black filled cement based composites. Cement and Concrete Composites. 2006, 28: 824-828.
126 H Li, H G Xiao and J P Ou. Electrical property of cement based composites filled with carbon black under long term wet and loading condition. Composites Science and Technology. 2008, 68: 2114-2119.
127 H G Xiao and H Li. A study on the application of CB filled cement-based composites as a strain sensor for concrete structures. Proceedings of Spie-smart Structures and Materials 2006-sensors and Smart Structures Technologies and Civil, Mechanical and Aerospace Systems, V6174 II San Diego, USA.
128 R Zallen. The physics of amorphous solids. New York : Wiley. 1983, Ch 4
129 Elux. Models Proposed to explain the electrical conductivity of mixtures madeof conductive and insulating materials. Journal of Materal Science. 1993, 28: 285-301.
130 K Miyasaka. Conductive mechanism of conductive polymer composites. International Polymer Science and Technology. 1986, 13(6): 41-45.
131 R Landauer. In electrical transport and optical properties of inhomolgenous media. New York: Academic Press. 1978, Ch 2.
132 G Wu, S Asai, M Sumita, T Hattori, R Higuchi. Estimation of Flocculation Structure in Filled Polymer Composites by Dynamic Rheological Measurements. Colloid Polym Sci. 2000, 278: 220-228.
133 F Gubbels, S Blacher, E Vanlathem, R J Erome, R Deltour, F Brouers and P Hteyssie. Design of electrical conductive composites: key role of the morphology on the electrical properties of carbon black filled polymer blends. Macromolecules. 1995, 28: 1559-1566.
134 M Sumita, K Sakata, S Asai, K Miyasaka and H Nakagawa. Dispersion of filler and the electrical conductivity of polymer blends filled with carbon black. Polym Bull. 1991, 25: 265-271.
135 M Sumita, A Asai, N Niyadera, E Jojima and K Miyasaka. Electrical conductivity of carbon black filled ethylene-vinyl acetate copolmer as a function of vinyl acetate content. Colloid Polym Sci. 1986, 264: 212-217.
136曾戎,曾汉民.导电高分子复合材料导电通路的形成.材料工程. 1997, 10: 9-13.
137 M H Polley and B B S T Boonstra. Carbon blacks for highly conductive rubber. Rubb. Chem. Tech. 1957, (30): 170.
138 K Ohe and Y Natio. A new resistor having an anomalously large positive temperature coefficient. Jap J Appl Phys. 1971, (10): 99.
139 R A Van. Electronic conduction of polymer single crystals. Phys Rev Letters. 1962, (9): 368.
140 A I Medalia. Electrical conduction in carbon black composites. Rubber Chemical Technology. 1986, 59 (3): 432-454.
141 J G Simmons. Generalized formula for the electric tunnel effect between similar electrodes separated by a thin insulating film. Journal Applied Physics. 1963, 34 (6): 1793-1803.
142 J G Simmons. Electric tunnel effect between dissimilar electrodes separated by a thin insulating film. Journal of Applied Physics. 1963, 34 (9): 2581-2589.
143 T Kimura, N Yoshimura and T Ogiso. Effect of elongation on electric resistance of carbon-polymer system. Polymer. 1999, 40 (14): 4149-4152.
144 X W Zhang, Y Pan and Q Zheng. Time dependence of piezoresistance for the conductor filled polymer composites. Jouranl of Polymer Science Part B: Polymer Physics. 2000, 38 (21): 2739-2749.
145 T A Ezquerra and M Kulescza. Charge transport in polyethylene-graphite composite materials. Advanced Materials. 1990, 2 (12): 597-600.
146 F Carmona and A Elamarti. Temperature and pressure dependence of the conductivity anisotropy of unidirectional short carbon fiber filled polymers. Journal of Materials Research. 1992, 7 (1): 117-123.
147 B Poulaert and J P Issi. Low temperature electrical resistivity of carbon black loaded polymethylene. Polymer. 1983, 24 (7): 841-845.
148 E K Sichel, J I Gittleman and P Sheng. Transport properties of the composite material carbon poly(vinyl chloride). Phys Rev B. 1978, 18 (10): 5712.
149 P Sheng. Microstructure and dielectric properties of granular composite films. Optics and Laser Technology. 1981, 13 (5): 253-260.
150 T Slupkowski. Electrical conductivity of polyester polymer containing carbon black. Physica Status Solidi Applied Research. 1985, 90 (2): 737-741.
151 W F Verhelst, K G Wolthuis, A Voet, P Ehrburger and J B Donnet. Role of morphology and structure of carbon blacks in the electrical conductance of vulcanizates. Rubber Chemistry and Technology. 1977, 50 (4): 735-746.
152 P Sheng, E K Sichel and J I Gittleman. Fluctuation induced tunneling conduction in carbon polyvinylchloride composites. Phys Rev Lett. 1978, 40: 1197-1200.
153 P Sheng. Fluctuation induced tunneling conduction in disordered materials. Phys Rev B. 1980, 21: 2180-2195.
154 B Wessling. Electrical Conductivity in heterogeneous polymer systems V (1): further experimental evidencefor a phase transintion at the criticle volume concentration. Polym Eng Sci. 1991, 31(16): 1200-1206.
155 A Voet. Dynamic mechanical properties and electrical resistance of carbon black filled vulcanizates at minor and major extensions. Avtomaticheskaya. 1975, 247-252.
156 A Voet and J C Morawaki. Dynamic mechanical and electrical properties of vulcanizates at elongations up to sample rupture. Rubber Chemistry andTechnology. 1974, 47: 765-777.
157 J Kost, M Narkis and A Foux. Effects of axial stretching on the resistivity of carbon black filled silicone rubber. Poly. Eng. Sci. 1983, 23: 567-71.
158 J Kost, M Narkis and A Foux. Resistivity behavior of carbon black filled silicone rubber in cyclic loading experiments. J. Appl. Poly. Sci. 1984, 29: 3937-46.
159 J Kost, M Narkis and A Foux. Quantitative model relating electrical resistance, strain, and time for carbon black loaded silicone rubber. Poly. Eng. Sci. 1994, 34: 1628-34.
160 K Toyoaki, Y Noriyuki, O Takashi, M Kenji and I Masao. Effect of elongation on electric resistance of carbon-polymer systems. Polymer. 1999, 40: 4149-52.
161刘顺华,李鹏,杜纪柱.炭黑填充复合型硅橡胶屏蔽性能及拉敏特性研究.大连理工大学学报. 2006, 46 (2): 207-211.
162 Z M Xie, Y J Yum, H G Min and J H Son. Characteristic frequency of carbon black filled rubber. Journal of Macromolecular Science. 2007, 46: 775-784.
163 Z M Xie and Y J Yum. Simulation of carbon black network in filled rubber. Journal of Macromolecular Science. 2007, 46: 403-410.
164 Z M Xie, Y J Yum and C K Lee. Simulation of electrical resistivity of carbon black filled rubber under elongation. Journal of Macromolecular Science. 2007, 46: 561-567.
165 A Celzard, E Mcrae, J F Mareche and G Furdin. Conduction mechanisms in some graphit polymer composites: effects of temperature and hydrostatic pressure. Journal of Applied Physics. 1998, 83 (3): 1410-1419.
166 H Manwar, Y H Choa and N Koichi. Fabrication process and electrical behavior of novel pressure sensitive composites. Composites Part A: Applied Science and Manufacturing. 2001, 32: 1689-1696.
167宋义虎,郑强,潘颐,益小苏.单轴压力对高密度聚乙烯/炭黑导电复合材料电阻特性的影响.高等学校化学学报. 2000, 21 (3): 475-479.
168宋义虎,郑强,益小苏.高密度聚乙烯/石墨半导体复合物的压阻特性.复合材料学报. 1999, 16 (2): 46-51.
169徐文武,宋义虎,周剑锋,郑强,章明秋.聚氯乙烯/炭黑导电复合体系的压阻行为.高等学校化学学报. 2005, 26 (6): 1170-1173.
170朱珠,郑强,周剑锋,宋义虎,章明秋. HDPE/CB高分子复合体系的单轴变形与压阻行为.高分子学报. 2006, 1: 82-86.
171陈永良,宋义虎,周剑锋,郑强.单轴压力对聚甲基乙烯基硅氧烷/炭黑复合交联体系导电特性的影响.科学通报. 2004, 49 (21): 2167-3172.
172王鹏,丁天怀,徐峰,覃元臻.炭黑/硅橡胶复合材料的压阻特性研究与改进.传感技术学报. 2004, 1: 15-18.
173王鹏,丁天怀,徐峰,覃元臻.炭黑填充型导电复合材料的压阻技术模型及实验验证.复合材料学报. 2004, 21 (6): 34-38.
174 H Chen, S X Zhou, G X Gu and L M Wu. Study on modification and dispersion of nano-silica. Journal of Dispersion Science and Technology. . 2005, 26: 27-37.
175 B P Singh, J Jena, L H Besra and S Bhattachariee. Dispersion of nano-silicon carbide powder in aqueous suspensions. Journal of Nanoparticle Research. 2007, 9: 797-806.
176 Y P Wu, J Yang, Y C Qian and L Q Zhang. In-situ modification dispersion technique for nano-fillers in rubber matrix. Nanoscience and Technology. 2007, 121: 1447-1450.
177 S Horsch, S Gulay, G Esin and R M Kannan. Supercritical CO2 dispersion of nano-clays and clay/polymer nanocomposites. Polymer. 2006, 47: 7485-7496
178 X J Wang, D S Zhu, X F Li and N Wang. Surface modification of nano-copper and its dispersive behavior in water. Key Engineering Materials. 2008, 373: 670-673.
179 X L Fu and D D L Chung. Degree of dispersion of latex particles in cement paste, as assessed by electrical resistivity measurement. Cement and Concrete Research. 1996, 26: 985-991.
180 X W Zhang, Y Pan, Q Zheng and X S Yi. Piezoresisitance of conductor filled insulator composites. Polymer International. 2001, 50: 229-236.
181 X W Zhang, Y Pan, Q Zheng and X S Yi. Time depencence of piezoresistance for the conductor filled polymer composites. Journal of Polymer Science: Part B: Polymer Physices. 2000, 38: 2739-2749.
182韩宝国,关新春,欧进萍.碳纤维水泥石压敏传感器电极的实验研究.功能材料. 2004, 35: 262-264
183韩宝国,关新春,欧进萍.几种水泥基复合材料力电偶合作用的比较.功能材料. 2004, 35: 1564-1568.
184 X L Fu and D D L Chung. Self-monitoring in carbon fiber reinforced mortar by reactance measurement. Cement and Concrete Research. 1997, 27: 845-852.
185 J Y Gao and D D L Chung. Effects of strain rate on cement mortar under compression, studied by electrical resistance measurement. Cement and Concrete Research. 2002, 32: 817-819.
186孙清明,陈品华. CFRC试块体积电站表面电阻的研究.武汉工业大学学报. 1997, 19: 65-67.
187杨元霞,刘宝举.导电混凝土及机敏混凝土电阻测试中电极的制作.混凝土与水泥制品. 1997, 2: 8-9.
188管义夫.静电手册.北京:科学出版社. 1981, 439-440.
189 P H Run. Particiles Technology. New York: Chapman and Hall. 1990, 133-137.
190邱正松,王在明,胡红福,徐加放,于连香,秦涛.纳米碳酸钙抗团聚机理及分散规律实验研究.石油学报. 2008, 29: 124-131.
191牛光良,王同,徐恒昌,沈德言,翁诗甫.硅烷偶联剂γ-MPS在钡玻璃表面单分子层覆盖的定量研究.中华口腔医学杂志. 2006, 41: 759-761
192沈玺,高雅男,徐政.硅烷偶联剂的研究与应用.上海生物医学工程. 2006, 26: 14-17.
193 S H Wu. Phase structure and adhesion in polymer blends: A criterion for rubber toughening. Polymer. 1985, 26: 1855-1863.
194 J Y Feng and C M Chan. Effects of strain and temperature on the electrical properties of carbon black-filled alternating copolymer of ethylene-tetrafluoroethylene composites. Polymer Engineering and Science. 2003, 43: 1064-1070.
195 A K Sircar, A Voet and F R Cook. Relaxation of stress and electrical resistivities in carbon-filled vulcanizates at moderate and high extensions. Rubber Chemistry and Technology. 1972, 45: 185-198.
196关振铎,张中太,焦金生,无机材料物理性能[M].北京:清华大学出版社. 2002, 345.
197 O E Glukhova, A I Zhbanov, I G Torgashov, N I Sinitsyn and G B Torgasov. Ponderomotive forces effect on the field emission of carbon nanotube films. Appl. Surf. Sci. 2003; 215: 149-59.
198 L K H Van Beek and B I C F Van Pul. Internal field emission in carbon black-loaded natural rubber vulcanizates. J. Appl. Poly. Sci. 1962; 6: 651-655.
199 M H Polley and B B S T Boonstra. Carbon blacks for highly conductive rubber. Rubber Chem. Technol. 1957; 30: 170-179.
200 Y S K Okuhara, B K Jang and H D K Matsubara. Fiber-reinforced compositesas self-diagnosis materials for memorizing damage histories. Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures. San Diego, CA, USA. 2003; 5057: 54-63.
201肖会刚.水泥基纳米复合材料压阻特性及其自监测智能结构系统.哈尔滨工业大学博士学位论文. 2007.
202张璐,施养杭.钢筋锈蚀后混凝土耐久性的模糊可靠度分析.华侨大学学报. 2007,28:26-47.
203朱训恒.钢筋锈蚀与混凝土结构的耐久性.中国石油大学胜利学院学报. 2007,21:31-51.
204 A I J Medaia. Colloid Interface. 1970, 32: 115.
205邓本诚,纪奎江.橡胶工艺原理.北京:化学工业出版社. 1994, 133.
206 E K Sichel, P Sheng, J I Gittleman and S Bozowski. Observation of fluctuation modulation of tunnel junctions by applied ac stress in carbon polyvinylchloride composites. Physical Review B. 1981, 24: 6131-6134.
207何平笙,李春娥,欧润清,丛树昕. T31—环氧树脂固化体系研究Ⅲ.激光测微法测线膨胀系数.化学与粘合. 1996, 4: 187-189.
208朱晓光,漆宗能,吴人洁,梁荣斌,蔡忠龙.单向纤维增强环氧复合材料的热膨胀系数.高分子学报. 1992, 3: 345-353.
209郑立霞,宋显辉,李卓球.利用CFRC压敏性监测钢筋锈蚀的模拟试验研究.试验力学. 2004, 19: 206-210.
210郑立霞,宋显辉,李卓球.机敏混凝土结构变形的自诊断.华中科技大学学报. 2004, 32: 30-31.
2欧进萍,关新春.土木工程中的智能结构体系研究与发展.地震工程与工程振动,1999,19(2):21-28.
3 A M Vaysburd, P H Emmons. How to make today’s repairs durable for tomorrow-corrosion protection in concrete repair. Construction and Building Materials. 2000, 14: 189-197.
4 K Mori, A Spagnoli, Y Murakami, G Kondo and I Torigoe. A new non-contacting non-destructive testing method for defect detection in concrete. NDT and E International. 2002, 35: 399-406.
5 B Glisic and N Simon. Monitoring of concrete at very early age using stiff SOFO sensor. Cement and Concrete Research. 2000, 22: 115-119.
6 N Takeda. Characterzation of microscopic damage in composite laminates and real-time monitoring by embedded optical fiber sensors. International Journal of Fatigue. 2002, 24: 281-289.
7 S W Doebling, C R Farrar, M B Prome and D W Shevitz. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review. Report of Los Almos Lab. 1996.
8 G W Housner and S F Masri. Structural control research needs for smart civil infrastructure systems. Proceedings of the 1996 1st European Conference on Structural Control. Barcelona, Spain. May 29-31, 1996. 346.
9 G W Housner, T T Soong and S F Masri. Second generation of active structural control in civil engineering. Microcomputers in Civil Engineering. 1996, 11: 289-296.
10 J C Chen. Intelligent monitoring system for suspension bridge damage detection. Proceedings of Bridge into the 21st Century Conference. Hongkong. Oct. 25, 1995.
11 A R Flint, A N Mcfadyen, C K Lau and K Y Wong. Wind and structure health monitoring system for Lantau fixed crossing. Part 2: performance requirementsfor the bridge instrumentation system. Proceedings of Bridge into the 21st Century. Hongkong. Oct. 25 1995.
12姚康德,许美萱.智能材料-21世纪的新材料.天津大学出版社. 1996.
13陶宝祺.智能材料与结构.国防工业出版社. 1997.
14杨大智.智能材料与智能系统.天津大学出版社. 2000.
15 T S P Austin, M M Singh, P J Gregson, J P Dakin and P M Powell. Damage assessment in hybrid laminates using an array of embedded fiber optic sensors. Proceedings of the SPIE Conference on Smart Systems for Bridges, Structures and Highways. Newport Beach, California. March, 1999. 3671: 281-287.
16 O J Gregory, B E William. Smart optical waveguide sensors for cumulative damage assessment. P roceedings of the SPIE Conference on Smart Systems for Bridges, Structures and Highways. Newport Beach, California. March, 1999. 3671: 100-108.
17周智,田石柱,欧进萍.光纤传感器在土木工程中的应用.国际结构控制与健康诊断研讨会.中国深圳. 2000.
18韩保国.碳纤维水泥基复合材料压敏性能的研究.哈尔滨工业大学硕士学位论文. 2001.
19周智,欧进萍.用于土木工程的智能监测及传感材料性能及比较研究.建筑技术. 2002, 33: 270-272.
20孙圣和,王延云,徐影.光纤测量与传感技术.哈尔滨:哈尔滨工业大学出版社. 2000.
21廖延彪.光纤光学.北京:清华大学出版社: 2000.
22 Z G Wei, R Sandstrom and S Miyazaki. Shape-memoty materials and hybrid composites for smart systems. Part I shape memory materials. Journal of Materials Science, 1998, 33: 3743-3762.
23 Z G Wei, R Sandstrom and S Miyazaki. Shape-memoty materials and hybrid composites for smart systems. Part II shape memory hybrid composites. Journal of Materials Science, 1998, 33: 3763-3783.
24吴波,李惠,孙科学.形状记忆合金在土木工程中的应用.世界地震工程. 1999, 15: 1-13..
25王吉军,杨大智. NiTi形状记忆合金振动感知与主动控控研究.大连理工大学学报. 1997, 37: 736-741
26袁慎芳.进行损伤评估的智能材料结构的研究.南京:南京航空航天大学. 1996.
27王茂章.用作智能材料的碳纤维.新型碳材料. 1996, 11: 11-17.
28 C Liang and C A Rogers. One-dimensionsl thermo-mechanical constitutive relations for Shape Memory Materials. Proc. of AIAA 31st SSDM Conf. 1992: 905-913.
29叶青,胡国君.水泥基复合材料的研究与开发.材料科学与工程. 1995, 13: 62-65.
30姚武,吴科如.智能混凝土的研究现状及其发展趋势.新型建筑材料. 2000, 10: 22-24.
31 S H Wen and D D L Chung. Seebeck effect in steel fiber reinforced cement. Cement and Concrete Research. 2000, 30: 661-664.
32 J Y Hou and D D L Chung. Cathodic protection of steel reinforced concrete facilitated by using carbon fiber reinforced mortar or conctrte. Cement and Concrete Research. 1997, 27: 649-656.
33张令弥.智能结构研究的进展与应用.振动、测试与诊断. 1998, 18: 79-84.
34黄尚廉.智能材料结构系统与结构工程构造安全监控的一条崭新思路.智能材料与集成系统发展战略文集.大连. 1998, 117-123.
35瞿伟廉,李卓球,姜德生.智能材料结构系统在土木工程中的应用.地震工程与工程振动. 1999, 19: 87-95.
36赵廷超,黄尚廉,陈伟民.机敏土建结构中光纤传感技术的研究综述.重庆大学学报. 1997, 20: 104-109.
37 Q J Zheng and D D L Chung. Carbon fiber reinforced cement composites improved by using chemical agents. Cement and Concrete Research. 1989, 19: 25-41.
38 J M Chiou, Q J Zheng and D D L Chung. Electromagnetic interference shielding by carbon fiber reinforced cement. Compoistes. 1989, 20: 379-381.
39 P W Chen and D D L Chung. Carbon fiber reinforced concrete. Extended Abstracts and Program-Biennial Conference on Carbon. 1991, 240-241.
40 C M Dry and N R Sottos. Passive smart self-repair in polymer matrix composite materials. Proceedings of SPIE-The International Society for Optical Engineering. 1993, 1916: 438-444.
41 C M Dry. Adhesive liquid core optical fibers for crack detection and repairs in polymer and concrete matrics. Proceedings of SPIE-The International Society for Optical Engineering. 1995, 2444: 410-412.
42 C M Dry and M William. Crack and damage assessment in concrete andpolymer matrices using liquids released internally from hollow optical fibers. Proceedings of SPIE-The International Society for Optical Engineering. 1996, 2718: 448-451.
43 A Sagae et al. Humidity controlling concrete material. Concrete Journal. 1998,36:37-40.
44 C Dry. Pressiving performance of concrete members under seismic loading conditions. Proceedings of SPIE. 1998, 3325: 74-80.
45 C Dry and N Sottors. Passive smart self-repair in polymer matrix composites materials. Conference of Adaptive Materials. Albuquetque, New Mexico, January, 1993.
46 C Dry. Matrix cracking repair and filling using active and passive modes for smart timed release of chemicals from fibers into cement matrices. Smart Materials and Structures. 1994,3: 118-123.
47 C Dry. Release of smart chemicals for the in-service repair of bridges and roadways. Proceedings of SPIE. 1996, 3321: 140-144.
48 C Dry. Procedures developed for self-repair of polymer matrix composite materials. Composite Structures. 1996, 35: 263-269.
49 E N Brown, N R Scottos and S R White. Fracture testing of a self-healing polymer composite. Experimental Mechanics. 2002, 42: 372-379.
50习志臻,张雄.仿生自愈合水泥砂浆的研究.建筑材料学报. 2002, 5: 390-392.
51欧进萍,匡亚川.内置胶囊混凝土的裂缝自愈合行为分析和试验.固体力学学报. 2004, 25: 320-324.
52匡亚川,欧进萍.内置纤维胶液管钢筋混凝土梁裂缝自愈合行为试验和分析.土木工程学报. 2005, 38: 53-59.
53匡亚川,欧进萍.混凝土裂缝的仿生自修复研究与进展.力学进展. 2006, 36: 406-504.
54匡亚川.具有裂缝自修复功能的智能混凝土及其结构构件研究.哈尔滨工业大学博士学位论文. 2006.
55 O Figovsky, D Beilin and N Blank. Development of polymer concrete with polybutadiene matrix. Cement and Concrete Composites. 1996, 18: 437-444.
56 B Gerharz. Pavements on the base of polymer modified drainage concrete. Colloeds and Surfaces. 1999, 152: 205-209.
57 Z Shi and D D L Chung. Carbon fiber reinforced concrete for trafficmonitoring and weighing in motion. Cement and Concrete Research. 1999, 29: 435-439.
58柯国军,郭长青,陈振富.钢筋混凝土材料阻尼值的实验研究.四川建筑科学研究. 2003,29:14-15.
59刘铁军,欧进萍,李家和.硅粉的硅烷化对水泥砂浆阻尼性能的影响.硅酸盐学报. 2003, 31: 1125-1129.
60刘铁军,欧进萍,李家和.高阻尼混凝土的耐久性试验与综合评定.哈尔滨工业大学学报. 2006,38:715-719.
61欧进萍,刘铁军,梁超峰.复合纤维增强混凝土阻尼测试装置开发与试验研究.实验力学. 2006, 21: 403-410.
62刘铁军.自增强阻尼混凝土与高阻尼结构.哈尔滨工业大学博士学位论文. 2004.
63 C P Woei and D D L Chung. Carbon fiber reinforced concrete for smart structures capable of non-destructive flaw detection. Smart Materials and Structures. 1993, 2: 22.
64 C P Woei and D D L Chung. Concrete as a new strain/stress sensor. Composites Part B: Engineering. 1996, 27: 11-23.
65 C P Woei and D D L Chung. Carbon fiber reinforced concrete as an intrinsically smart concrete for damage assessement during dynamic loasing. Jouanal of American ceramic Society. 1995, 78: 816-818.
66 S H Wen and D D L Chung. Enhancing the seebeck effect in carbon fiber reinforced cement by using intercalated carbon fibers. Cement and Concrete Research. 2000, 30: 1295-1298.
67 S H Wen and D D L Chung. Carbon fiber reinforced cement as a thermistor. Cement and Concrete Research. 1999, 29: 961-965.
68 D D L Chung. Self-monitoring structural materials. Materials Science and Engineering. 1998, 22: 57-78.
69赵稼祥.碳纤维复合材料在基础设施上的应用与展望.炭素技术. 2001, 113: 27-32.
70邓宗才,钱在兹.低周循环加载历史对碳纤维混凝土断裂特性影响的试验研究.中国公路学报. 2000, 13: 64-68.
71关新村,韩宝国,欧进萍,巴恒静.表面氧化处理对碳纤维及其水泥石性能的影响.材料科学与工艺. 2003, 11: 343-346.
72 P C Woei and D D L Chung. Carbon fiber reinforced concrete for smartstructures capable of non-destructive flow detection. Smart Materials and Structures. 1993, 2: 22-30.
73 X L Fu and D D L Chung. Radio wave reflecting concrete for lateral guidance in automatic highways. Cement and Concrete Research. 1998, 6:795-801.
74 C P Woei and D D L Chung. Carbon fiber reinforced concrete as an intrinsically smart concrete for damage assessment during dynamic loading. Journal of American Ceramic Society. 1995, 78: 816-818.
75 X L Fu and D D L Chung. Self-monitoring of fatigue damage in carbon fiber reinforced. Cement and Concrete Research. 1996, 26: 15-20.
76 X L Fu and D D L Chung. Effect of curing age on the self-monitoring behaviour of carbon fiber reinforced mortar. Cement and Concrete Research. 1997, 27: 1313-1318.
77 X L Fu and D D L Chung. Improving the strain sensing ability of carbon fiber reinforced cement by ozone treatment of the fibers. Cement and Concrete Research. 1998, 28: 183-187.
78 D Marian and D D L Chung. Damage in carbon fiber-reinforced concrete, monitored by electrical resistance measurement. Cement and Concrete Research. 2000, 30: 651-659.
79 Y S Xu and D D L Chung. Cement based materials improved by surface treated admixtures. ACI Mater. J. 2000, 97: 333-342.
80 S H Wen and D D L Chung. Carbon fiber-reinforced cement as a strain-sensing coating. Cement and Concrete Research. 2001, 31: 665-667.
81 Z Q Shi and D D L Chung. Carbon fiber-reinforced concrete for traffic monitoring and weighing in motion. Cement and Concrete Research. 1999, 29: 435-439.
82 S H Wen and D D L Chung. Uniaxial compression in carbon fiber-reinforced cement, sensed by electrical resistivity measurement in longitudinal and transverse directions. Cement and Concrete Research. 2001, 31: 297-301.
83毛起炤，赵斌元，沈大荣，李卓球.水泥基碳纤维复合材料压敏性的研究.复合材料学报. 1996, 13: 8-11.
84毛起炤，杨元霞，沈大荣，李卓球.碳纤维增强水泥压敏性影响因素的研究.硅酸盐学报. 1997, 25: 734-737.
85 Q Z Mao, P H Chen, B Y Zhao and Z Q Li. A Study on the compression sensibility and mechanical model of carbon fiber reinforced cement smartmaterial. Acta Mechanica Solida Sinica. 1997, 10: 338-344.
86 Z Mei and D D L Chung. Effects of temperature and stress on the interface between concrete and its carbon fiber epoxy-matrix composite retrofit, studied by electrical resistance measurement. Cement and Concrete Research. 2000, 30: 799-802.
87毛起炤，陈品华，赵斌元，李卓球，沈大荣.小应力下碳纤维增强水泥的压敏性和温敏性.材料研究学报. 1997, 11: 322-324.
88毛起炤，赵斌元，沈大荣，李卓球.极化效应对碳纤维增强水泥的导电性的影响.材料研究学报. 1997, 11: 195-198.
89候作富,李卓球,唐祖全.碳纤维导电混凝土的交直流电性能对比研究.混凝土. 2002, 150: 32-34.
90吴冰,姚武,吴科如.用交流阻抗法研究碳纤维混凝土导电性.材料科学与工艺. 2001,19: 76-79.
91陈冰,姚武,吴科如.受压荷载下碳纤维水泥基复合材料机敏性研究.建筑材料学报. 2002, 5: 8-13.
92申喻滨,谢慧才.碳纤维水泥砂浆的配制及其力学性能测试.混凝土. 2001, 141: 48-50.
93张巍,谢慧才,曹震.碳纤维水泥净浆外贴碳布电极的试验研究.混凝土与水泥制品. 2002, (4): 32~34.
94王秀峰,王永兰,金志浩.碳纤维增强水泥复合材料的机敏性.硅酸盐学报. 1998, 26(3): 253-257.
95周振君,杨正方.带有碳涂层的尼龙纤维增强混凝土的机敏性研究.硅酸盐学报. 2001, 29(2): 192-195.
96张晓新,王伯羲.镀膜碳纤维用于智能水泥的探索.北京理工大学学报. 2002, 22(2): 254-257.
97关新春,韩保国,欧进萍,巴恒静.碳纤维机敏混凝土材料的研究与进展.哈尔滨建筑大学学报. 2002, 35: 55-59.
98关新春,韩保国,欧进萍.碳纤维在水泥浆体中的分散性研究.混凝土与水泥制品. 2002, 2: 34-36.
99韩保国,关新春,欧进萍.碳纤维水泥基材料导电性与压敏性的试验研究.材料科学与工艺. 2006, 14: 1-4.
100韩保国,关新春,欧进萍.纳米氧化钛与碳纤维水泥石的电阻率及压敏性.硅酸盐学报. 2004, 32: 884-887.
101韩保国,关新春,欧进萍.两种表明活性剂对碳纤维的协同分散作用分析.玻璃钢/复合材料. 2004, 14: 14-17.
102韩保国,关新春,欧进萍.导电掺和料形态与水泥基材料压敏性的相关性.复合材料学报. 2004, 21: 137-141.
103 M Sun, Z Li, Q Mao and D Shen. Thermoelectric percolation phenomena in carbon fiber-reinforced concrete. Cement and Concrete Research. 1998, 28(12): 1707-1712.
104 M Q Sun, Z Q Li, Q Z Mao and D R Shen. A study on thermal self-monitoring of carbon fiber reinforced concrete. Cement and Concrete Research. 1999, 29: 769-771.
105 S H Wen and D D L Chung. Seebeck effect in carbon fiber-reinforced cement. Cement and Concrete Research. 1999, 29: 1989-1993.
106 M Q Sun, Z Q Li, Q P Liu, Z G Tang and D R Shen. A study on thermal self-diagnostic and self-adaptive smart concrete structures. Cement and Concrete Research. 2000, 30: 1251-1253.
107 S H Wen and D D L Chung. Electrical Behavior of Cement-Based Junctions Including the pn-Junction. Cement and Concrete Research. 2001, 31(2): 129-133.
108 S H Wen and D D L Chung. Origin of thermoelectric behavior of steel cement paste. Cement and Concrete Research. 2002, 32: 1-3.
109宋显辉,郑立霞,李卓球.碳纤维水泥变形传感器研制.测试技术. 2004, 23: 22-24.
110郑立霞,宋显辉,李卓球.碳纤维增强水泥压敏效应和温敏效应的解耦.武汉理工大学学报. 2004, 28: 533-536.
111张东兴,苏余晴,黄龙男. CFRC抗弯试件的机敏性能试验研究.低温建筑技术. 2005, 1: 62-64.
112黄龙男,张东兴,吴思刚,赵景海.碳纤维增强混凝土的拉敏特性及梁构件的机敏监测.材料工程. 2005, 2: 26-30.
113张东兴,吴思刚,马冰,赵景海. CFRC抗弯试件的灵敏度.吉林大学学报. 2004, 34: 679-683.
114张东兴,罗朝华,刘振鹏,吴思刚.碳纤维混凝土配筋构件机敏性研究.哈尔滨工业大学学报. 2004, 36: 1411-1413.
115张巍,谢慧才,刘金伟,施斌.碳纤维机敏混凝土梁弹性应力自监测实验研究.东南大学学报. 2004, 34: 647-650.
116韩保国.压敏碳纤维水泥石性能、传感器制品与结构.哈尔滨工业大学博士学位论文. 2005.
117 H Li, H G Xiao, J Yuan and J P Ou. Microstructure of cement mortar with nano-particles. Composites Part B: Engineering. 2004, 35: 185~189.
118 H G Xiao, H Li and J P Ou. The mechanical and mechanical-electrical properties of cement mortar with nano particles. Structural Health Monitoring and Intelligent Infrastructure. Japan: 2003, VOLS 1 AND 2: 867-871.
119 Figovsky, D Beilin and N Blank. Development of polymer concrete with polybutadiene matri. Cement and Concrete Composites. 1996, 18: 437-444.
120 H Li, M H Zhang and J P Ou. Abrasion resistanceof concrete containing nano-particles for pavement. Wear, 2006(260): 1262-1266.
121 M H Zhang, H Li. The chloride permeability of concrete containing nano-particles for pavement. Proc. of 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, Shenzhen. 2005, Nov. 16-18: 1469-1474.
122 H Li, H G Xiao, J Yuan and J P Ou. Microstructure of cement mortar with nano-particles. Composites Part B: Engineering. 2004, 35: 185-189.
123 H Li, H G Xiao and J P Ou. A study on mechanical and pressure sensitive properties of cement mortar with nanophase materials. Cement and Concrete Research. 2004, 34: 435-438.
124李惠,肖会刚,欧进萍.水泥基纳米复合材料压敏特性研究.功能材料(增刊)2004, 35: 2653-2656.
125 H Li, H G Xiao and J P Ou. Effect of compressive strain on electrical resistivity of carbon black filled cement based composites. Cement and Concrete Composites. 2006, 28: 824-828.
126 H Li, H G Xiao and J P Ou. Electrical property of cement based composites filled with carbon black under long term wet and loading condition. Composites Science and Technology. 2008, 68: 2114-2119.
127 H G Xiao and H Li. A study on the application of CB filled cement-based composites as a strain sensor for concrete structures. Proceedings of Spie-smart Structures and Materials 2006-sensors and Smart Structures Technologies and Civil, Mechanical and Aerospace Systems, V6174 II San Diego, USA.
128 R Zallen. The physics of amorphous solids. New York : Wiley. 1983, Ch 4
129 Elux. Models Proposed to explain the electrical conductivity of mixtures madeof conductive and insulating materials. Journal of Materal Science. 1993, 28: 285-301.
130 K Miyasaka. Conductive mechanism of conductive polymer composites. International Polymer Science and Technology. 1986, 13(6): 41-45.
131 R Landauer. In electrical transport and optical properties of inhomolgenous media. New York: Academic Press. 1978, Ch 2.
132 G Wu, S Asai, M Sumita, T Hattori, R Higuchi. Estimation of Flocculation Structure in Filled Polymer Composites by Dynamic Rheological Measurements. Colloid Polym Sci. 2000, 278: 220-228.
133 F Gubbels, S Blacher, E Vanlathem, R J Erome, R Deltour, F Brouers and P Hteyssie. Design of electrical conductive composites: key role of the morphology on the electrical properties of carbon black filled polymer blends. Macromolecules. 1995, 28: 1559-1566.
134 M Sumita, K Sakata, S Asai, K Miyasaka and H Nakagawa. Dispersion of filler and the electrical conductivity of polymer blends filled with carbon black. Polym Bull. 1991, 25: 265-271.
135 M Sumita, A Asai, N Niyadera, E Jojima and K Miyasaka. Electrical conductivity of carbon black filled ethylene-vinyl acetate copolmer as a function of vinyl acetate content. Colloid Polym Sci. 1986, 264: 212-217.
136曾戎,曾汉民.导电高分子复合材料导电通路的形成.材料工程. 1997, 10: 9-13.
137 M H Polley and B B S T Boonstra. Carbon blacks for highly conductive rubber. Rubb. Chem. Tech. 1957, (30): 170.
138 K Ohe and Y Natio. A new resistor having an anomalously large positive temperature coefficient. Jap J Appl Phys. 1971, (10): 99.
139 R A Van. Electronic conduction of polymer single crystals. Phys Rev Letters. 1962, (9): 368.
140 A I Medalia. Electrical conduction in carbon black composites. Rubber Chemical Technology. 1986, 59 (3): 432-454.
141 J G Simmons. Generalized formula for the electric tunnel effect between similar electrodes separated by a thin insulating film. Journal Applied Physics. 1963, 34 (6): 1793-1803.
142 J G Simmons. Electric tunnel effect between dissimilar electrodes separated by a thin insulating film. Journal of Applied Physics. 1963, 34 (9): 2581-2589.
143 T Kimura, N Yoshimura and T Ogiso. Effect of elongation on electric resistance of carbon-polymer system. Polymer. 1999, 40 (14): 4149-4152.
144 X W Zhang, Y Pan and Q Zheng. Time dependence of piezoresistance for the conductor filled polymer composites. Jouranl of Polymer Science Part B: Polymer Physics. 2000, 38 (21): 2739-2749.
145 T A Ezquerra and M Kulescza. Charge transport in polyethylene-graphite composite materials. Advanced Materials. 1990, 2 (12): 597-600.
146 F Carmona and A Elamarti. Temperature and pressure dependence of the conductivity anisotropy of unidirectional short carbon fiber filled polymers. Journal of Materials Research. 1992, 7 (1): 117-123.
147 B Poulaert and J P Issi. Low temperature electrical resistivity of carbon black loaded polymethylene. Polymer. 1983, 24 (7): 841-845.
148 E K Sichel, J I Gittleman and P Sheng. Transport properties of the composite material carbon poly(vinyl chloride). Phys Rev B. 1978, 18 (10): 5712.
149 P Sheng. Microstructure and dielectric properties of granular composite films. Optics and Laser Technology. 1981, 13 (5): 253-260.
150 T Slupkowski. Electrical conductivity of polyester polymer containing carbon black. Physica Status Solidi Applied Research. 1985, 90 (2): 737-741.
151 W F Verhelst, K G Wolthuis, A Voet, P Ehrburger and J B Donnet. Role of morphology and structure of carbon blacks in the electrical conductance of vulcanizates. Rubber Chemistry and Technology. 1977, 50 (4): 735-746.
152 P Sheng, E K Sichel and J I Gittleman. Fluctuation induced tunneling conduction in carbon polyvinylchloride composites. Phys Rev Lett. 1978, 40: 1197-1200.
153 P Sheng. Fluctuation induced tunneling conduction in disordered materials. Phys Rev B. 1980, 21: 2180-2195.
154 B Wessling. Electrical Conductivity in heterogeneous polymer systems V (1): further experimental evidencefor a phase transintion at the criticle volume concentration. Polym Eng Sci. 1991, 31(16): 1200-1206.
155 A Voet. Dynamic mechanical properties and electrical resistance of carbon black filled vulcanizates at minor and major extensions. Avtomaticheskaya. 1975, 247-252.
156 A Voet and J C Morawaki. Dynamic mechanical and electrical properties of vulcanizates at elongations up to sample rupture. Rubber Chemistry andTechnology. 1974, 47: 765-777.
157 J Kost, M Narkis and A Foux. Effects of axial stretching on the resistivity of carbon black filled silicone rubber. Poly. Eng. Sci. 1983, 23: 567-71.
158 J Kost, M Narkis and A Foux. Resistivity behavior of carbon black filled silicone rubber in cyclic loading experiments. J. Appl. Poly. Sci. 1984, 29: 3937-46.
159 J Kost, M Narkis and A Foux. Quantitative model relating electrical resistance, strain, and time for carbon black loaded silicone rubber. Poly. Eng. Sci. 1994, 34: 1628-34.
160 K Toyoaki, Y Noriyuki, O Takashi, M Kenji and I Masao. Effect of elongation on electric resistance of carbon-polymer systems. Polymer. 1999, 40: 4149-52.
161刘顺华,李鹏,杜纪柱.炭黑填充复合型硅橡胶屏蔽性能及拉敏特性研究.大连理工大学学报. 2006, 46 (2): 207-211.
162 Z M Xie, Y J Yum, H G Min and J H Son. Characteristic frequency of carbon black filled rubber. Journal of Macromolecular Science. 2007, 46: 775-784.
163 Z M Xie and Y J Yum. Simulation of carbon black network in filled rubber. Journal of Macromolecular Science. 2007, 46: 403-410.
164 Z M Xie, Y J Yum and C K Lee. Simulation of electrical resistivity of carbon black filled rubber under elongation. Journal of Macromolecular Science. 2007, 46: 561-567.
165 A Celzard, E Mcrae, J F Mareche and G Furdin. Conduction mechanisms in some graphit polymer composites: effects of temperature and hydrostatic pressure. Journal of Applied Physics. 1998, 83 (3): 1410-1419.
166 H Manwar, Y H Choa and N Koichi. Fabrication process and electrical behavior of novel pressure sensitive composites. Composites Part A: Applied Science and Manufacturing. 2001, 32: 1689-1696.
167宋义虎,郑强,潘颐,益小苏.单轴压力对高密度聚乙烯/炭黑导电复合材料电阻特性的影响.高等学校化学学报. 2000, 21 (3): 475-479.
168宋义虎,郑强,益小苏.高密度聚乙烯/石墨半导体复合物的压阻特性.复合材料学报. 1999, 16 (2): 46-51.
169徐文武,宋义虎,周剑锋,郑强,章明秋.聚氯乙烯/炭黑导电复合体系的压阻行为.高等学校化学学报. 2005, 26 (6): 1170-1173.
170朱珠,郑强,周剑锋,宋义虎,章明秋. HDPE/CB高分子复合体系的单轴变形与压阻行为.高分子学报. 2006, 1: 82-86.
171陈永良,宋义虎,周剑锋,郑强.单轴压力对聚甲基乙烯基硅氧烷/炭黑复合交联体系导电特性的影响.科学通报. 2004, 49 (21): 2167-3172.
172王鹏,丁天怀,徐峰,覃元臻.炭黑/硅橡胶复合材料的压阻特性研究与改进.传感技术学报. 2004, 1: 15-18.
173王鹏,丁天怀,徐峰,覃元臻.炭黑填充型导电复合材料的压阻技术模型及实验验证.复合材料学报. 2004, 21 (6): 34-38.
174 H Chen, S X Zhou, G X Gu and L M Wu. Study on modification and dispersion of nano-silica. Journal of Dispersion Science and Technology. . 2005, 26: 27-37.
175 B P Singh, J Jena, L H Besra and S Bhattachariee. Dispersion of nano-silicon carbide powder in aqueous suspensions. Journal of Nanoparticle Research. 2007, 9: 797-806.
176 Y P Wu, J Yang, Y C Qian and L Q Zhang. In-situ modification dispersion technique for nano-fillers in rubber matrix. Nanoscience and Technology. 2007, 121: 1447-1450.
177 S Horsch, S Gulay, G Esin and R M Kannan. Supercritical CO2 dispersion of nano-clays and clay/polymer nanocomposites. Polymer. 2006, 47: 7485-7496
178 X J Wang, D S Zhu, X F Li and N Wang. Surface modification of nano-copper and its dispersive behavior in water. Key Engineering Materials. 2008, 373: 670-673.
179 X L Fu and D D L Chung. Degree of dispersion of latex particles in cement paste, as assessed by electrical resistivity measurement. Cement and Concrete Research. 1996, 26: 985-991.
180 X W Zhang, Y Pan, Q Zheng and X S Yi. Piezoresisitance of conductor filled insulator composites. Polymer International. 2001, 50: 229-236.
181 X W Zhang, Y Pan, Q Zheng and X S Yi. Time depencence of piezoresistance for the conductor filled polymer composites. Journal of Polymer Science: Part B: Polymer Physices. 2000, 38: 2739-2749.
182韩宝国,关新春,欧进萍.碳纤维水泥石压敏传感器电极的实验研究.功能材料. 2004, 35: 262-264
183韩宝国,关新春,欧进萍.几种水泥基复合材料力电偶合作用的比较.功能材料. 2004, 35: 1564-1568.
184 X L Fu and D D L Chung. Self-monitoring in carbon fiber reinforced mortar by reactance measurement. Cement and Concrete Research. 1997, 27: 845-852.
185 J Y Gao and D D L Chung. Effects of strain rate on cement mortar under compression, studied by electrical resistance measurement. Cement and Concrete Research. 2002, 32: 817-819.
186孙清明,陈品华. CFRC试块体积电站表面电阻的研究.武汉工业大学学报. 1997, 19: 65-67.
187杨元霞,刘宝举.导电混凝土及机敏混凝土电阻测试中电极的制作.混凝土与水泥制品. 1997, 2: 8-9.
188管义夫.静电手册.北京:科学出版社. 1981, 439-440.
189 P H Run. Particiles Technology. New York: Chapman and Hall. 1990, 133-137.
190邱正松,王在明,胡红福,徐加放,于连香,秦涛.纳米碳酸钙抗团聚机理及分散规律实验研究.石油学报. 2008, 29: 124-131.
191牛光良,王同,徐恒昌,沈德言,翁诗甫.硅烷偶联剂γ-MPS在钡玻璃表面单分子层覆盖的定量研究.中华口腔医学杂志. 2006, 41: 759-761
192沈玺,高雅男,徐政.硅烷偶联剂的研究与应用.上海生物医学工程. 2006, 26: 14-17.
193 S H Wu. Phase structure and adhesion in polymer blends: A criterion for rubber toughening. Polymer. 1985, 26: 1855-1863.
194 J Y Feng and C M Chan. Effects of strain and temperature on the electrical properties of carbon black-filled alternating copolymer of ethylene-tetrafluoroethylene composites. Polymer Engineering and Science. 2003, 43: 1064-1070.
195 A K Sircar, A Voet and F R Cook. Relaxation of stress and electrical resistivities in carbon-filled vulcanizates at moderate and high extensions. Rubber Chemistry and Technology. 1972, 45: 185-198.
196关振铎,张中太,焦金生,无机材料物理性能[M].北京:清华大学出版社. 2002, 345.
197 O E Glukhova, A I Zhbanov, I G Torgashov, N I Sinitsyn and G B Torgasov. Ponderomotive forces effect on the field emission of carbon nanotube films. Appl. Surf. Sci. 2003; 215: 149-59.
198 L K H Van Beek and B I C F Van Pul. Internal field emission in carbon black-loaded natural rubber vulcanizates. J. Appl. Poly. Sci. 1962; 6: 651-655.
199 M H Polley and B B S T Boonstra. Carbon blacks for highly conductive rubber. Rubber Chem. Technol. 1957; 30: 170-179.
200 Y S K Okuhara, B K Jang and H D K Matsubara. Fiber-reinforced compositesas self-diagnosis materials for memorizing damage histories. Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures. San Diego, CA, USA. 2003; 5057: 54-63.
201肖会刚.水泥基纳米复合材料压阻特性及其自监测智能结构系统.哈尔滨工业大学博士学位论文. 2007.
202张璐,施养杭.钢筋锈蚀后混凝土耐久性的模糊可靠度分析.华侨大学学报. 2007,28:26-47.
203朱训恒.钢筋锈蚀与混凝土结构的耐久性.中国石油大学胜利学院学报. 2007,21:31-51.
204 A I J Medaia. Colloid Interface. 1970, 32: 115.
205邓本诚,纪奎江.橡胶工艺原理.北京:化学工业出版社. 1994, 133.
206 E K Sichel, P Sheng, J I Gittleman and S Bozowski. Observation of fluctuation modulation of tunnel junctions by applied ac stress in carbon polyvinylchloride composites. Physical Review B. 1981, 24: 6131-6134.
207何平笙,李春娥,欧润清,丛树昕. T31—环氧树脂固化体系研究Ⅲ.激光测微法测线膨胀系数.化学与粘合. 1996, 4: 187-189.
208朱晓光,漆宗能,吴人洁,梁荣斌,蔡忠龙.单向纤维增强环氧复合材料的热膨胀系数.高分子学报. 1992, 3: 345-353.
209郑立霞,宋显辉,李卓球.利用CFRC压敏性监测钢筋锈蚀的模拟试验研究.试验力学. 2004, 19: 206-210.
210郑立霞,宋显辉,李卓球.机敏混凝土结构变形的自诊断.华中科技大学学报. 2004, 32: 30-31.