钢纤维增强混凝土的腐蚀及防护研究
|
摘要
混凝土是当代应用广泛的建筑材料,但是随着混凝土强度的不断提高,其韧性变得较差。而纤维混凝土复合材料可以改善混凝土材料的强度、韧性和抗裂性等性能,其中钢纤维混凝土有着较其它合成纤维混凝土优良的承载能力,是良好的承重结构材料,在建筑、交通、水利等方面发展很快。但在恶劣海洋环境中钢纤维混凝土也会发生锈蚀,从而影响结构的使用性能。
本论文针对钢纤维混凝土的腐蚀问题,完成了以下工作:对钢纤维混凝土的增强机理和腐蚀机理进行了研究,重点研究了海水腐蚀对钢纤维混凝土界面性能和力学性能的影响;提出了采用磷酸锌化学处理法对钢纤维改性的腐蚀防护措施;研究了磷酸锌改性钢纤维混凝土在海水腐蚀环境中的工作性能;提出了钢纤维混凝土强度普适计算模式。
得到了以下的主要结论:
一、通过对钢纤维混凝土结构的分析和实验,发现界面特征对钢纤维混凝土性能的重要性,而海水腐蚀会影响钢纤维水泥基界面的粘结性能。
界面粘结性能是保证钢纤维混凝土优良工作性能的关键,但同时它也是钢纤维混凝土复合材料最薄弱的环节。观测到海水环境腐蚀前后,钢纤维水泥基界面结构和界面粘结强度发生了较大变化:经历模拟海水腐蚀循环后,钢纤维水泥基界面层明显变厚,显微硬度变小,腐蚀环境使得界面层中的弱谷变得更弱,最薄弱点性状与基体的差别越发显著,界面层被削弱。
海水腐蚀环境使钢纤维与水泥基的界面平均粘结强度、纤维脱粘与拔出时所做的功均有明显下降。腐蚀后,纤维与水泥基的界面平均粘结强度降低了20%,而纤维脱粘与拔出时所做的功下降了40%。
二、通过对比试验,发现海水腐蚀前后,钢纤维混凝土构件的抗折强度和弯曲韧性变化较大。
钢纤维弥补了混凝土抗拉强度低的弱点,当钢纤维混凝上基体开裂以后,跨越桥接裂缝的钢纤维开始发挥作用,继续承担由混凝土基体传来的应力。随着裂缝的发展,钢纤维的作用逐渐增大,经过纤维不断的被拔出,曲线逐渐转为下降趋势。从破坏形态来看,未腐蚀试件和受腐蚀的试件开裂时均是首先在纯弯段出现细观裂缝,随着荷载的增加,裂缝不断变宽并向上开展,形成一条主裂缝,这时试件的承载能力显著下降。当裂缝延伸到一定程度时,钢纤维被拔出,试件破坏。
钢纤维混凝土被腐蚀后,钢纤维混凝土试件虽没有出现混凝土剥离现象,但外表均有钢纤维锈迹,钢纤维与混凝土间的粘结性能大大降低,钢纤维的作用未能有效发挥,钢纤维过早被拔出。当钢纤维体积率在0.5%~1.0%时,海水腐蚀会导致钢纤维混凝土构件的抗折强度下降26%~38%。钢纤维混凝土受腐蚀后,试件的韧性降低,钢纤维混凝土构件腐蚀后的弯曲承载能力变化系数降低约29%。腐蚀后,钢纤维对混凝土基体的增韧增强作用减弱。
三、根据腐蚀对钢纤维混凝土界面及宏观力学性能的研究结果,发现钢纤维自身的耐腐蚀性能是保证界面粘结强度和构件强度的关键。结合混凝土工程中的钢材防腐处理措施,同时考虑工程实用性,提出了磷酸锌改性钢纤维的腐蚀防护工艺,并通过加速腐蚀试验证实磷酸锌改性钢纤维自身有着较好的耐海水腐蚀性能。
四、因钢纤维混凝土界面的粘结性能始终是钢纤维混凝土优良工作状态的保证,所以通过界面试验和宏观力学试验进一步检验了磷酸锌改性钢纤维与混凝土界面结构和粘结强度以及构件的强度和韧性。试验证明:磷酸锌改性钢纤维混凝土不仅有良好的耐腐蚀性,同时有较优良的界面特性和力学性能。在模拟海水腐蚀环境中,磷酸锌改性钢纤维混凝土的强度和韧性没有降低。
五、本论文尝试从工程实用角度,结合现有强度理论的特点,提出考虑腐蚀影响效应的钢纤维混凝土强度计算模式。模式的形式简单实用,其中的参数具有明确的物理意义,模式的形式具有普遍适用意义。计算模式的计算结果和试验数据吻合较好。
Concrete is widely used as building material. But the concrete will become fragile with the increasing of its strength. Fiber can greatly improved strength, toughness and crack resistance of concrete material. And steel fiber reinforced concrete(SFRC) has more excellent bearing capacity than other synthetic fiber reinforced concrete, which is very fit for bearing high loads. So it develops very quickly in the fields of transportation, architecture and irrigation works, etc. But in worse marine environment, corrosion will occur in SFRC, and reduce the performance of the structure.
Some tasks were finished in the paper: The reinforcement mechanism and corrosion mechanism of SFRC was studied, and the corrosion effect on interface and mechanical property was the focus; A new zinc phosphate chemical treatment was put forward, which can improve corrosion-resistance ability of the steel fiber; The corrosion effect on property of ZnPh steel fiber reinforced concrete was studied; Strength calculation mode of SFRC beam was put forward.
The following conclusions were obtained:
1. Based on the analysis of SFRC structure and the experimental results, it was found that the interface characteristics is the most important to the performance of SFRC, and marine corrosion will affect the interface bond between steel fiber and cement matrix.
Interface bond property is the guarantee for SFRC maintaining excellent work performance, but it is also the weakest of steel fiber reinforced concrete composite. It was observed that interfacial structure and interface bond strength had great difference before and after corrosion in marine environment. After corrosion, the interfacial layer obviously became thick, and the micro-hardness was decreased. Corrosion environment reduced the interfacial layer, and the difference between layer and cement matrix became greater.
In marine corrosion environment, the average bond strength of interface between steel fiber and cement was reduced about 20%, and the energy of pulling-out fiber from cement was obviously declined about 40% after the steel fiber was corroded.
2. By contrast tests, it was found that the change of rupture strength and flexural toughness of SFRC beam before and after corrosion in the simulated seawater was great.
Steel fiber improved the lower tensile strength of concrete. When the matrix of SFRC cracked, the steel fibers bridging cracks started to be in action, and the steel fibers continued to undertake the stress transferred from concrete. With the development of cracks, steel fiber’s effect increased gradually. After fiber was pulled out, the curve of load and displacement declined. Fine cracks were first appears in pure bending section for all the specimens which was corroded or not corroded. With the load increasing, wider cracks appeared and went upward, which formed a main fracture. While the bearing capacity of the specimen decreased significantly. The steel fiber was pulled out from concrete and the beam was broken when the crack extended to certain degree.
After the corrosion of SFRC, there was surface rust but no concrete stripping of SFRC beams. Bond property between steel fiber and concrete was greatly reduced, and steel fiber didn’t give its full efficiency because of being pulled out early. When the steel fiber volume rate is at 0.5% ~ 1.0%, the rupture strength of SFRC beam reduced about 26% ~ 38% because of corrosion. After corrosion, the toughness of SFRC beam was also reduced, and the bending capability coefficient is down about 29%. The reinforcement efficiency of steel fiber was weakened after corrosion.
3. According to the research results on the SFRC interface and macroscopic mechanical properties, it was confirmed that the corrosion resistance of steel fiber itself is the guarantee for the interface bond strength and the component strength. After studying anticorrosive measures of steel in concrete and engineering practicability, the method of zinc phosphate modified steel fiber(ZnPh fiber) was put forward. The result of accelerated corrosion test showed that zinc phosphate modified steel fiber had good corrosion resistance to salt water.
4. Because the good interfacial bond is always the guarantee for good working performance of SFRC, the interface experiment and macroscopic mechanical test were done to test interfacial microstructure , bond strength between ZnPh fiber and concrete, strength and toughness of ZnPh fiber reinforced concrete beam. Experimental results showed that the ZnPh fiber not only had good corrosion resistance, but also had good interfacial characteristics with cement matrix, while ZnPh fiber reinforced concrete beam had good mechanical property. After corrosion, the strength and toughness of ZnPh fiber reinforced concrete beam didn’t decreased.
5、Combining the strength theories, a new strength calculating mode of SFRC with considering corrosion was put forward from the view of engineering practicality. The mode has simple form, in which the parameters have clear physics meaning. This style can be applied commonly. The result of calculation fit with the test data well.
本论文针对钢纤维混凝土的腐蚀问题,完成了以下工作:对钢纤维混凝土的增强机理和腐蚀机理进行了研究,重点研究了海水腐蚀对钢纤维混凝土界面性能和力学性能的影响;提出了采用磷酸锌化学处理法对钢纤维改性的腐蚀防护措施;研究了磷酸锌改性钢纤维混凝土在海水腐蚀环境中的工作性能;提出了钢纤维混凝土强度普适计算模式。
得到了以下的主要结论:
一、通过对钢纤维混凝土结构的分析和实验,发现界面特征对钢纤维混凝土性能的重要性,而海水腐蚀会影响钢纤维水泥基界面的粘结性能。
界面粘结性能是保证钢纤维混凝土优良工作性能的关键,但同时它也是钢纤维混凝土复合材料最薄弱的环节。观测到海水环境腐蚀前后,钢纤维水泥基界面结构和界面粘结强度发生了较大变化:经历模拟海水腐蚀循环后,钢纤维水泥基界面层明显变厚,显微硬度变小,腐蚀环境使得界面层中的弱谷变得更弱,最薄弱点性状与基体的差别越发显著,界面层被削弱。
海水腐蚀环境使钢纤维与水泥基的界面平均粘结强度、纤维脱粘与拔出时所做的功均有明显下降。腐蚀后,纤维与水泥基的界面平均粘结强度降低了20%,而纤维脱粘与拔出时所做的功下降了40%。
二、通过对比试验,发现海水腐蚀前后,钢纤维混凝土构件的抗折强度和弯曲韧性变化较大。
钢纤维弥补了混凝土抗拉强度低的弱点,当钢纤维混凝上基体开裂以后,跨越桥接裂缝的钢纤维开始发挥作用,继续承担由混凝土基体传来的应力。随着裂缝的发展,钢纤维的作用逐渐增大,经过纤维不断的被拔出,曲线逐渐转为下降趋势。从破坏形态来看,未腐蚀试件和受腐蚀的试件开裂时均是首先在纯弯段出现细观裂缝,随着荷载的增加,裂缝不断变宽并向上开展,形成一条主裂缝,这时试件的承载能力显著下降。当裂缝延伸到一定程度时,钢纤维被拔出,试件破坏。
钢纤维混凝土被腐蚀后,钢纤维混凝土试件虽没有出现混凝土剥离现象,但外表均有钢纤维锈迹,钢纤维与混凝土间的粘结性能大大降低,钢纤维的作用未能有效发挥,钢纤维过早被拔出。当钢纤维体积率在0.5%~1.0%时,海水腐蚀会导致钢纤维混凝土构件的抗折强度下降26%~38%。钢纤维混凝土受腐蚀后,试件的韧性降低,钢纤维混凝土构件腐蚀后的弯曲承载能力变化系数降低约29%。腐蚀后,钢纤维对混凝土基体的增韧增强作用减弱。
三、根据腐蚀对钢纤维混凝土界面及宏观力学性能的研究结果,发现钢纤维自身的耐腐蚀性能是保证界面粘结强度和构件强度的关键。结合混凝土工程中的钢材防腐处理措施,同时考虑工程实用性,提出了磷酸锌改性钢纤维的腐蚀防护工艺,并通过加速腐蚀试验证实磷酸锌改性钢纤维自身有着较好的耐海水腐蚀性能。
四、因钢纤维混凝土界面的粘结性能始终是钢纤维混凝土优良工作状态的保证,所以通过界面试验和宏观力学试验进一步检验了磷酸锌改性钢纤维与混凝土界面结构和粘结强度以及构件的强度和韧性。试验证明:磷酸锌改性钢纤维混凝土不仅有良好的耐腐蚀性,同时有较优良的界面特性和力学性能。在模拟海水腐蚀环境中,磷酸锌改性钢纤维混凝土的强度和韧性没有降低。
五、本论文尝试从工程实用角度,结合现有强度理论的特点,提出考虑腐蚀影响效应的钢纤维混凝土强度计算模式。模式的形式简单实用,其中的参数具有明确的物理意义,模式的形式具有普遍适用意义。计算模式的计算结果和试验数据吻合较好。
Concrete is widely used as building material. But the concrete will become fragile with the increasing of its strength. Fiber can greatly improved strength, toughness and crack resistance of concrete material. And steel fiber reinforced concrete(SFRC) has more excellent bearing capacity than other synthetic fiber reinforced concrete, which is very fit for bearing high loads. So it develops very quickly in the fields of transportation, architecture and irrigation works, etc. But in worse marine environment, corrosion will occur in SFRC, and reduce the performance of the structure.
Some tasks were finished in the paper: The reinforcement mechanism and corrosion mechanism of SFRC was studied, and the corrosion effect on interface and mechanical property was the focus; A new zinc phosphate chemical treatment was put forward, which can improve corrosion-resistance ability of the steel fiber; The corrosion effect on property of ZnPh steel fiber reinforced concrete was studied; Strength calculation mode of SFRC beam was put forward.
The following conclusions were obtained:
1. Based on the analysis of SFRC structure and the experimental results, it was found that the interface characteristics is the most important to the performance of SFRC, and marine corrosion will affect the interface bond between steel fiber and cement matrix.
Interface bond property is the guarantee for SFRC maintaining excellent work performance, but it is also the weakest of steel fiber reinforced concrete composite. It was observed that interfacial structure and interface bond strength had great difference before and after corrosion in marine environment. After corrosion, the interfacial layer obviously became thick, and the micro-hardness was decreased. Corrosion environment reduced the interfacial layer, and the difference between layer and cement matrix became greater.
In marine corrosion environment, the average bond strength of interface between steel fiber and cement was reduced about 20%, and the energy of pulling-out fiber from cement was obviously declined about 40% after the steel fiber was corroded.
2. By contrast tests, it was found that the change of rupture strength and flexural toughness of SFRC beam before and after corrosion in the simulated seawater was great.
Steel fiber improved the lower tensile strength of concrete. When the matrix of SFRC cracked, the steel fibers bridging cracks started to be in action, and the steel fibers continued to undertake the stress transferred from concrete. With the development of cracks, steel fiber’s effect increased gradually. After fiber was pulled out, the curve of load and displacement declined. Fine cracks were first appears in pure bending section for all the specimens which was corroded or not corroded. With the load increasing, wider cracks appeared and went upward, which formed a main fracture. While the bearing capacity of the specimen decreased significantly. The steel fiber was pulled out from concrete and the beam was broken when the crack extended to certain degree.
After the corrosion of SFRC, there was surface rust but no concrete stripping of SFRC beams. Bond property between steel fiber and concrete was greatly reduced, and steel fiber didn’t give its full efficiency because of being pulled out early. When the steel fiber volume rate is at 0.5% ~ 1.0%, the rupture strength of SFRC beam reduced about 26% ~ 38% because of corrosion. After corrosion, the toughness of SFRC beam was also reduced, and the bending capability coefficient is down about 29%. The reinforcement efficiency of steel fiber was weakened after corrosion.
3. According to the research results on the SFRC interface and macroscopic mechanical properties, it was confirmed that the corrosion resistance of steel fiber itself is the guarantee for the interface bond strength and the component strength. After studying anticorrosive measures of steel in concrete and engineering practicability, the method of zinc phosphate modified steel fiber(ZnPh fiber) was put forward. The result of accelerated corrosion test showed that zinc phosphate modified steel fiber had good corrosion resistance to salt water.
4. Because the good interfacial bond is always the guarantee for good working performance of SFRC, the interface experiment and macroscopic mechanical test were done to test interfacial microstructure , bond strength between ZnPh fiber and concrete, strength and toughness of ZnPh fiber reinforced concrete beam. Experimental results showed that the ZnPh fiber not only had good corrosion resistance, but also had good interfacial characteristics with cement matrix, while ZnPh fiber reinforced concrete beam had good mechanical property. After corrosion, the strength and toughness of ZnPh fiber reinforced concrete beam didn’t decreased.
5、Combining the strength theories, a new strength calculating mode of SFRC with considering corrosion was put forward from the view of engineering practicality. The mode has simple form, in which the parameters have clear physics meaning. This style can be applied commonly. The result of calculation fit with the test data well.
引文
[1] M. K. Lee, B. I. G. Barr, An overview of the fatigue behaviour of plain and fibre reinforced concrete Cement and Concrete Composites, Volume 26, Issue 4, May 2004, 299-305
[2] P.S.Song, S.Hwang, B.C.Sheu, Strength properties of polypropylene fiber reinforced concretes, Cement and Concrete Research, Volume 35, Issue 8, August 2005, 1546-1550
[3] D.J.Hannant, Fibre-reinforced concrete, Advanced Concrete Technology Set, 2003, 1-17
[4]邓宗才,李建辉,刘国栋,混杂粗纤维增强混凝土力学特性试验研究,混凝土,No.8, 2006, 50-55
[5] Giovanni Martinola, Alberto Meda, Giovanni A. Plizzari, Zila Rinaldi, Strengthening and repair of RC beams with fiber reinforced concrete, Cement and Concrete Composites, Volume 32, Issue 9, 2010,731-739
[6] H. Y?lmaz Aruntas, Selim Cemalgil, Osman ?im?ek, G?khan Durmu?, Mürsel Erdal, Effects of super plasticizer and curing conditions on properties of concrete with and without fiber , Materials Letters, Volume 62, Issue 19, 2008, 3441-3443
[7] Jun Zhang, Henrik Stang, Victor C. Li, Fatigue life prediction of fiber reinforced concrete under flexural load International Journal of Fatigue, Volume 21, Issue 10, November 1999, 1033-1049
[8] S. Mindess, A.J.Boyd,High performance fibre reinforced concrete, Advances in Building Technology, 2002, 873-880
[9] Sung Bae Kim, Na Hyun Yi, Hyun Young Kim, Jang-Ho Jay Kim, Young-Chul Song, Material and structural performance evaluation of recycled PET fiber reinforced concrete, Cement and Concrete Composites, Volume 32, Issue 3, March 2010, 232-240
[10] Su-Tae Kang, Yun Lee, Yon-Dong Park, Jin-Keun Kim, Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber, Composite Structures, Volume 92, Issue 1, January 2010, 61-71
[11] Xin Luo, Wei Sun, Sammy Y. N. Chan, Characteristics of high-performance steel fiber-reinforced concrete subject to high velocity impact, Cement and Concrete Research, Volume 30, Issue 6, June 2000, 907-914
[12] Mohammed Seddik Meddah, Mohamed Bencheikh, Properties of concrete reinforced with different kinds of industrial waste fibre materials, Construction and Building Materials, Volume 23, Issue 10, October 2009, 3196-3205
[13]G.Camps,A.Turatsinze,A.Sellier,G.Escadeillas,X.Bourbon,Steel-fibre-reinforcement and hydration coupled effects on concrete tensile behaviour, Engineering Fracture Mechanics, Volume 75, Issue 18, 2008, 12, 5207-5216
[14]A.E.Naaman, H.Hammoud, Fatigue characteristics of high performance fiber-reinforced concrete, Cement and Concrete Composites, Volume 20, Issue 5, 1998, 353-363
[15] Shigeyuki Akihama, Tatsuo Suenaga, Tadashi Banno, The behaviour of carbon fibre reinforced cement composites in direct tension, International Journal of Cement Composites and Lightweight Concrete, Volume 6, Issue 3, August 1984, 159-168
[16] Jun Zhang, Henrik Stang, Victor C. Li, Crack bridging model for fibre reinforced concrete under fatigue tension, International Journal of Fatigue, Volume 23, Issue 8, September 2001, 655-670
[17] Antonio Grimaldi, Raimondo Luciano, Tensile stiffness and strength of fiber-reinforced concrete, Journal of the Mechanics and Physics of Solids, Volume 48, Issue 9, September 2000, 1987-2008
[18] Susan Bernal, Ruby De Gutierrez, Silvio Delvasto, Erich Rodriguez, Performance of an alkali-activated slag concrete reinforced with steel fibers, Construction and Building Materials, Volume 24, Issue 2, 2010, 208-214
[19] P. S. Song, S. Hwang, Mechanical properties of high-strength steel fiber-reinforced concrete, Construction and Building Materials, Volume 18, Issue 9, November 2004, 669-673
[20] M. K. Lee, B. I. G. Barr, Strength and fracture properties of industrially prepared steel fibre reinforced concrete Cement and Concrete Composites, Volume 25,Issue 3, April 2003, 321-332
[21] R. V. Balendran, F. P. Zhou, A. Nadeem, A. Y. T. Leung, Influence of steel fibres on strength and ductility of normal and lightweight high strength concrete Building and Environment, Volume 37, Issue 12, December 2002, 1361-1367
[22] P.S. Song, J.C. Wu, S. Hwang, B.C. Sheu, Assessment of statistical variations in impact resistance of high-strength concrete and high-strength steel fiber-reinforced concrete, Cement and Concrete Research, Volume 35, Issue 2, February 2005, 393-399
[23] Steffen Grünewald, Joost C. Walraven, Parameter-study on the influence of steel fibers and coarse aggregate content on the fresh properties of self-compacting concrete Cement and Concrete Research, Volume 31, Issue 12, December 2001, 1793-1798
[24] Yu?a ?ahin, Fuat K?ksal, The influences of matrix and steel fibre tensile strengths on the fracture energy of high-strength concrete, Construction and Building Materials, Volume 25, Issue 4, 2011, 1801-1806
[25] B.W. Xu, H.S. Shi, Correlations among mechanical properties of steel fiber reinforced concrete, Construction and Building Materials, Volume 23, Issue 12, December 2009, 3468-3474
[26] G. Campione, C. Cucchiara, L. La Mendola, M. Papia, Steel–concrete bond in lightweight fiber reinforced concrete under monotonic and cyclic actions, Engineering Structures, Volume 27, Issue 6, May 2005, 881-890
[27]龙靖华,钢纤维与基体界面粘结强度的研究,合肥工业大学学报,1999,22,31-34
[28] S. Igarashi,A. Bentur,S. Mindess,The Effect of Processing on the Bond and Interfaces in Steel Fiber Reinforced Cement Composites,Cement and Concrete Composites, 1996, 18, 313-322
[29] Tayfun Uyguno?lu, Effect of fiber type and content on bleeding of steel fiber reinforced concrete, Construction and Building Materials, Volume 25, Issue 2, February 2011, 766-772
[30] Su Tae Kang, Bang Yeon Lee, Jin-Keun Kim, Yun Yong Kim, The effect of fibre distribution characteristics on the flexural strength of steel fibre-reinforced ultra high strength concrete, Construction and Building Materials, Volume 25, Issue 5, 2011, 2450-2457
[31]赵国藩,钢纤维混凝土结构,中国建筑工业出版社,2002
[32] N. Banthia, M. Sappakittipakorn, Toughness enhancement in steel fiber reinforced concrete through fiber hybridization, Cement and Concrete Research, Volume 37, Issue 9, September 2007,1366-1372
[33] S. K. Padmarajaiah, Ananth Ramaswamy, Flexural strength predictions of steel fiber reinforced high-strength concrete in fully/partially prestressed beam specimens ,Cement and Concrete Composites, Volume 26, Issue 4, May 2004, 275-290
[34] Xiaobin Lu, Cheng-Tzu Thomas Hsu, Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression, Cement and Concrete Research, Volume 36, Issue 9, September 2006, 1679-1685
[35] ?lker Bekir Top?u, Mehmet Canbaz, Effect of different fibers on the mechanical properties of concrete containing fly ash, Construction and Building Materials, Volume 21, Issue 7, July 2007,1486-1491
[36] Sayyed Mahdi Abtahi, Mohammad Sheikhzadeh, Sayyed Mahdi Hejazi, Fiber-reinforced asphalt-concrete, Construction and Building Materials, Volume 24, Issue 6, June 2010, 871-877
[37] Cengiz Duran Ati?, Okan Karahan ,Properties of steel fiber reinforced fly ash concrete, Construction and Building Materials, Volume 23, Issue 1, January 2009, 392-399
[38] Fuat K?ksal, Fatih Altun, ?lhami Yi?it, Yu?a ?ahin, Combined effect of silica fume and steel fiber on the mechanical properties of high strength concretes, Construction and Building Materials, Volume 22, Issue 8, August 2008, 1874-1880
[39] O. Kayali, M. N. Haque, B. Zhu, Some characteristics of high strength fiber reinforced lightweight aggregate concrete, Cement and Concrete Composites,Volume 25, Issue 2, February 2003, 207-213
[40] Nicolas Ali Libre, Mohammad Shekarchi, Mehrdad Mahoutian, Parviz Soroushian, Mechanical properties of hybrid fiber reinforced lightweight aggregate concrete made with natural pumice, Construction and Building Materials, Volume 25, Issue 5, 2011, 2458-2464
[41] O?uz Ak?n Düzgün, Rüstem Gül, Abdulkadir Cüneyt Aydin, Effect of steel fibers on the mechanical properties of natural lightweight aggregate concrete, Materials Letters, Volume 59, Issue 27, November 2005, 3357-3363
[42] Gray, R.J. and Johnson, C.D. The influence of fibre-matrix interfacial bond strength on the mechanical properties of steel fibre reinforced mortars, The International Journal of Cement Composites and Lightweight Concrete,Vol.9, No.1, February 1987, 43–55 ,Composites, Volume 19, Issue 1, January 1988, 76-88
[43] Faming Li, Zongjin Li, Continuum damage mechanics based modeling of fiber reinforced concrete in tension, International Journal of Solids and Structures,Volume 38, Issue 5, February 2001, 777-793
[44] A.Bentur, S.Diamond, Journal of Material Science, Vol.12, 1985, 3610-3620
[45] Mallikarjuna M. Fafard, N. Banthia,A new three-dimensional interface (contact) element for fiber pull-out behavior in composites , Computers & Structures, Volume 44, Issue 4, 3 August 1992, 753-764
[46] J.C.Maso, 7th International Congress on the Chem of Cement, Paris, No.1 VII-1,1980
[47] Linfa Yan, R. L. Pendleton, C. H. M. Jenkins, Interface morphologies in polyolefin fiber reinforced concrete composites, Composites Part A: Applied Science and Manufacturing, Volume 29, Issues 5, 1998, 643-650
[48] M. Schwotzer, T. Scherer, A. Gerdes, Protective or damage promoting effect of calcium carbonate layers on the surface of cement based materials in aqueous environments, Cement and Concrete Research, Volume 40, Issue 9, September 2010, 1410-1418
[49]胡龙泉,吴少鹏,南策文,胡曙光,钢纤维增强聚合物水泥基复合材料界面特性,武汉理工大学学报,2001,23(12),20-23
[50] Evangelos J. Sapountzakis, John T. Katsikadelis, Interface forces in composite steel–concrete structure, International Journal of Solids and Structures, Volume 37, Issue 32, 8 August 2000, 4455-4472
[51] Yong-Hak Lee, Young Tae Joo, Ta Lee, Dong-Ho Ha, Mechanical properties of constitutive parameters in steel–concrete interface, Engineering Structures, Volume 33, Issue 4, 2011, 1277-1290
[52]高丹盈,钢纤维混凝土基本理论,科学技术出版社,1994
[53]西德尼明德斯,J.弗朗西斯.杨,吴科如等译,混凝土,化学工业出版社,2005
[54]孙伟,严云,钢纤维高强水泥基复合材料的界面效应及其疲劳特性的研究,硅酸盐学报,1994, 22(2), 107-116
[55]余红发,刘俊龙,张云升,孙伟,李美丹,高性能混凝土微观结构及其高耐久性形成机理,南京航空航天大学学报,2007, 39(2), 240-243
[56]王璋水,程铁生,机场钢纤维混凝土道面的试验研究及工程应用,全国第五届纤维混凝土学术会议,1994
[57]姚武,钢纤维高强混凝土的力学性能研究,新型建筑材料, 1999, 18-19
[58] Y. Mohammadi,S.P. Singh, S.K. Kaushik, Properties of steel fibrous concrete containing mixed fibres in fresh and hardened state, Construction and Building Materials, 2008, 22, 956-965
[59] Sedat Kurug?l, Leyla Tana?an, Halit Ya?a Ersoy, Young’s modulus of fiber-reinforced and polymer-modified lightweight concrete composites, Construction and Building Materials, Volume 22, Issue 6, June 2008, 1019-1028
[60] Tu??e Sevil, Mehmet Baran, Turhan Bilir, Erdem Canbay, Use of steel fiber reinforced mortar for seismic strengthening, Construction and Building Materials, Volume 24, Issue 2, February 2010, 892-899
[61] Zongcai Deng, The fracture and fatigue performance in flexure of carbon fiber reinforced concrete, Cement and Concrete Composites, Volume 27, Issue 1, January 2005, 131-140
[62] S.U. Balouch, J.P. Forth, J.-L. Granju,Surface corrosion of steel fibre reinforced concrete ,Cement and Concrete Research, Volume 40, Issue 3, March 2010,410-414
[63]赖建中,孙伟,粗合成纤维混凝土力学性能及纤维混凝土界面粘结行为研究,工业建筑,2006,vol.36,11
[64]李建辉,邓宗才,粗合成纤维混凝土抗氯离子腐蚀性试验研究,第十一届全国纤维混凝土学术会议论文集
[65]张忠刚,唐昆仑,钢纤维混凝土在建筑工程中的应用,全国第四届纤维水泥与纤维混凝土学术会议论文集,南京,1992
[66]张荣辉,碾压钢纤维混凝土抗弯强度分析及在路面工程中的应用,全国第四届纤维水泥与纤维混凝土学术会议论文集,南京,1992
[67]王兆,杨锐,钢纤维在高强混凝土施工中的应用研究,重庆建筑,2004,4,50-52
[68] S.P.Singh, S.K.Kaushik, Fatigue strength of steel fibre reinforced concrete in flexure, Cement and Concrete Composites, Volume 25, Issue 7, October 2003, 779-786
[69] Jun Zhang, Victor C. Li, Simulation of crack propagation in fiber-reinforced concrete by fracture mechanics, Cement and Concrete Research, Volume 34, Issue 2, February 2004, 333-339
[70] Paulo B. Cachim, Joaquim A. Figueiras, Paulo A. A. Pereira, Fatigue behavior of fiber-reinforced concrete in compression, Cement and Concrete Composites, Volume 24, Issue 2, April 2002, 211-217
[71] Richard Cantin, Michel Pigeon, Deicer salt scaling resistance of steel fiber reinforced concrete, Cement and Concrete Research, Volume 26, Issue 11, November 1996, 1639-1648
[72] X. G. Hu, A. W. Momber, Y. G. Yin, An experimental study on the tensile strength of steel fiber reinforced concrete, Wear, Volume 253, Issues 7-8, October 2002, 848-854
[73] E.K. Horszczaruk, Hydro-abrasive erosion of high performance fiber-reinforced concrete,Wear, Volume 267, Issues 1-4, June 2009,110-115
[74]邓宗才,高性能合成纤维混凝土,北京:科学出版社,2002
[75]王海超,钢纤维混凝土腐蚀前后的弯曲韧性研究,山东科技大学学报,2007
[76] P. S. MANGAT, K. GURUSAMY, Permissible crack widths in steel fibre reinforced marine concrete, Materials and Structures/Mat&iaux et Constructions, 1997, 20, 338-347
[77] Robert E. Melchers, Effect on marine immersion corrosion of carbon content of low alloy steels, Corrosion Science, 45 (2003), 2609–2625
[78] H.S. Wong, Y.X. Zhao, A.R. Karimi, N.R. Buenfeld, W.L. Jin, On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion, Corrosion Science, Volume 52, Issue 7, July 2010, 2469-2480
[79] P.S. Mangat, Kribanandan Gurusamy, Chloride diffusion in steel fibre reinforced marine concrete, Cement and Concrete Research, Volume 17, Issue 3, May 1997, 385-396
[80] Janotka, I., Krajci, L., Komlos, K. and Frtalova, D., Chloride corrosion of steel fibre reinforcement in cement mortar, The International Journal of Cement Composites and Lightweight Concrete, Vol.11, No.4,1989, 221–228 ,Composites, Volume 21, Issue 3, May 1990, 267-274
[81] Jean-Louis Granju, Sana Ullah Balouch, Corrosion of steel fibre reinforced concrete from the cracks, Cement and Concrete Research, Vol.35, 2005, 572– 577
[82] Luis Caceres,Tomas Vargas, Influence of pitting and iron oxide formation during corrosion of carbon steel in unbufferer NaCl solutions, Corrosion Science, Vol.51, 2009, 971-978
[83] Ki Yong Ann, Ha-Won Song, Chloride threshold level for corrosion of steel in concrete, Corrosion Science, Volume 49, Issue 11, November 2007, 4113-4133
[84] T. Vidal, A. Castel, R. Fran?ois , Corrosion process and structural performance of a 17 year old reinforced concrete beam stored in chloride environment, Cement and Concrete Research, Volume 37, Issue 11, November 2007, 1551-1561
[85] T.A. S?ylev, M.G. Richardson, Corrosion inhibitors for steel in concrete, Construction and Building Materials, Volume 22, Issue 4, April 2008, 609-622
[86] H Saricimen, M Mohammad, A Quddus, M Shameem, M.S Barry, Effectiveness of concrete inhibitors in retarding rebar corrosion, Cement and ConcreteComposites, Volume 24, Issue 1, February 2002, 89-100
[87] M. Ormellese, M. Berra, F. Bolzoni, T. Pastore,Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures, Cement and Concrete Research, Volume 36, Issue 3, March 2006, 536-547
[88] C. Monticelli, A. Frignani, G. Trabanelli, A study on corrosion inhibitors for concrete application, Cement and Concrete Research, Volume 30, Issue 4, April 2000, 635-642
[89] Neal S. Berke, Maria C. Hicks, Predicting long-term durability of steel reinforced concrete with calcium nitrite corrosion inhibitor, Cement and Concrete Composites, Volume 26, Issue 3, April 2004, 191-198
[90] M.F. Morks, Magnesium phosphate treatment for steel, Materials Letters, Vol.58, 2004, 3316– 3319
[91] K.K. Sagoe-Crentsil, V.T. Yilmaz, F.P. Glasser, Corrosion inhibition of steel in concrete by carboxylic acids , Cement and Concrete Research, Volume 23, Issue 6, November 1993, 1380-1388
[92] James M. Gaidis, Chemistry of corrosion inhibitors, Cement and Concrete Composites, Volume 26, Issue 3, April 2004, 181-189
[93] Miksic B, Felner L, Migrating corrosion inhibitors for reinforced concrete, Proceedings of the 8th European Symposium on corrosion Inhibitors, 1995, 569-588
[94] M. A. Pech-Canul, P. Castro, Corrosion measurements of steel reinforcement in concrete exposed to a tropical marine atmosphere, Cement and Concrete Research, Volume 32, Issue 3, March 2002, 491-498
[95] G. K. Glass, N. R. Buenfeld, The presentation of the chloride threshold level for corrosion of steel in concrete, Corrosion Science, Volume 39, Issue 5, May 1997, 1001-1013
[96] M.C. García-Alonso, M.L. Escudero, J.M. Miranda, M.I. Vega, F. Capilla, M.J. Correia, M. Salta, A. Bennani, J.A. González, Corrosion behaviour of new stainless steels reinforcing bars embedded in concrete, Cement and Concrete Research, Vol.37, 2007, 1463–1471
[97] El-Sayed M. Sherif, J.H. Potgieter, J.D. Comins, L. Cornish, P.A. Olubambi, C.N. Machio, The beneficial effect of ruthenium additions on the passivation of duplex stainless steel corrosion in sodium chloride solutions, Corrosion Science, Vol.51, 2009, 1364–1371
[98] Y.P. Kim, M. Fregonese, H. Mazille, D. Feron, G. Santarini, Study of oxygen reduction on stainless steel surfaces and its contribution to acoustic emission recorded during corrosion processes, Corrosion Science, Vol.48, 2006, 3945–3959
[99] G. Lothongkum, P. Wongpanya, S. Morito, T. Furuhara, T. Maki, Effect of nitrogen on corrosion behavior of 28Cr–7Ni duplex and microduplex stainless steels in air-saturated 3.5wt% NaCl solution, Corrosion Science, Vol.48, 2006, 137–153
[100] K. Saravanan, S. Sathiyanarayanan, S. Muralidharan, S. Syed Azim, G. Venkatachari, Performance evaluation of polyaniline pigmented epoxy coating for corrosion protection of steel in concrete environment, Progress in Organic Coatings, Volume 59, Issue 2, May 2007, 160-167
[101] K. Kobayashi, K. Takewaka, Experimental studies on epoxy coated reinforcing steel for corrosion protection, International Journal of Cement Composites and Lightweight Concrete, Volume 6, Issue 2, May 1984, 99-116
[102] Moetaz M. El-Hawary, Evaluation of bond strength of epoxy-coated bars in concrete exposed to marine environment,Construction and Building Materials, Volume 13, Issue 7, 1 October 1999, 357-362
[103] G.C. Mays, A.E. Vardy, Adhesive-bonded steel/concrete composite construction, International Journal of Adhesion and Adhesives, Volume 2, Issue 2, April 1982, 103-107
[104] Lambertc, Protection of concrete, British Corrosion Journal, 1995, Vol.30, No.1
[105]L.Domingues, C.Oliveira, J.C.S.Fernandes, M.G.S.Ferreira, EIS on plasma polymerised coatings used as pre-treatment for aluminium alloys, Electrochimica Acta, Vol.47, 2002, 2253-2258
[106] A. Sanjurjo, Samson Hettiarachchi, K.H. Lau, Philip Cox, Bernard Wood,Coatings for corrosion protection of steel used in reinforced concrete, Surface and Coatings Technology, Volumes 54-55, Part 1, 16 November 1992, 224-228
[107] A.Nasser, A. Clément, S. Laurens, A. Castel, Influence of steel–concrete interface condition on galvanic corrosion currents in carbonated concrete, Corrosion Science, Volume 52, Issue 9, September 2010, 2878-2890
[108]陈一胜,刘萍,低碳钢热浸镀锌的研究,上海有色金属,2006,Vol.27,No.4,3-5
[109] F. Tittarelli, T. Bellezze, Investigation of the major reduction reaction occurring during the passivation of galvanized steel rebars, Corrosion Science, Volume 52, Issue 3, March 2010, 978-983
[110] A.P.Yadav, A.Nisihikata, Electrochemical impedance study on galvanized steel corrosion under cyclic wet-dry conditions-influence of time of wetness, Corrosion Science, 2004, Vol.46, 169-181
[111] Z.Q. Tan, C.M. Hansson, Effect of surface condition on the initial corrosion of galvanized reinforcing steel embedded in concrete, Corrosion Science, Volume 50, Issue 9, September 2008, 2512-2522
[112] T. Bellezze, M. Malavolta, A. Quaranta, N. Ruffini, G. Roventi, Corrosion behaviour in concrete of three differently galvanized steel bars , Cement and Concrete Composites, Volume 28, Issue 3, March 2006, 246-255
[113] T. Sugama, N. Carciello, L. E. Kukacka,G. G Ray,Interface between zinc phosphate-deposited steel fibres and cement paste, Journal of materials science, 1992, Vol.27, 2863-2872
[114]罗立峰,聚合物钢纤维混凝土的增强机理分析,复合材料学报,2002,Vol.9 No.3
[115] Gengying Li, Xiaohua Zhao, Chuiqiang Rong, Zhan Wang, Properties of polymer modified steel fiber-reinforced cement concretes,Construction and Building Materials, Volume 24, Issue 7, July 2010, 1201-1206
[116] X.Q. Zhu, S.S. Law, A concrete–steel interface element for damage detection of reinforced concrete structures,Engineering Structures, Volume 29, Issue 12, December 2007, 3515-3524
[117] Oral Buyukozturk, Brian Hearing, Crack Propagation in concrete composites influenced by interface fracture parameters, International Journal of Solids and Structures, Volume 35, Issues 31-32, November 1998, 4055-4066
[118]胡明德、余其俊等,集料与硅酸盐水泥石界面区的若干研究,武汉工业大学学报,1992.2
[119] Lian Huizhen, Tong Liang, Foundation of research of phase for building materials, Tsinghua University Press,1996
[120]尹双增,断裂、损伤理论及应用,清华大学出版社,1992
[121]马继忠、姚崇德,损伤力学原理在混凝土强度理论中的应用和发展,工业建筑,1990.9
[122]杨佑升,水泥混凝土微观结构对抗压强度的影响,公路工程,2009, 34(4),151-154
[123]叶铭勋,硬化水泥浆体的固相密度,硅酸盐通报,1992.2
[124] Mehta P.Kumar,混凝土微观结构性能,中国电力出版社,2005
[125]李仕玲,纤维对混凝土内部结构的影响,广东建材,2006.6,15-17
[126]孙伟,钢纤维对高强混凝土的增强增韧与阻裂效应的研究,东南大学学报,1991,Vol.21,No.1
[127]曹国娥,欧志华,刘雅军,钢纤维形状特征对钢纤维混凝土力学性能的影响,新型建筑材料,2002, No.2
[128]P.Soroushian, C.D.Loe, Distribution and oriention of fibers in steel fiber reinforced concrete, ACI Materials Journal, 1991.9
[129]J. Cairns, Y. Du, D. Law, Influence of corrosion on the friction characteristics of the steel/concrete interface, Construction and Building Materials, Volume 21, Issue 1, January 2007, 190-197
[130] M. C. Nataraja, N. Dhang, A. P. Gupta, Toughness characterization of steel fiber-reinforced concrete by JSCE approach, Cement and Concrete Research, Volume 30, Issue 4, April 2000, 593-597
[131]Robert M.Jones, Mechanics of Materials, Scripta Book Company, 1976
[132]J.P.Romualdi and G.B.Batson, Mechanics of Crack Arrest in Concrete, ASCE, Vol.89, EM3, June 1963
[133]中国工程建设标准化协会,CECS13:89钢纤维混凝土试验方法,中国计划出版社,1996
[134] Thirumalai Parthiban, R. Ravi,G.T. Parthiban, Potential monitoring system for corrosion of steel in concrete, Advances in Engineering Software, 2006, Vol.37, 375–381
[135] Ki Yong Ann, Ha-Won Song, Chloride threshold level for corrosion of steel in concrete, Corrosion Science, Volume 49, Issue 11, November 2007, 4113-4133
[136]李荻,电化学原理,北京航空航天大学出版社,2000
[137]薛文,王卫仑,龚顺风,金伟良,干湿循环下氯离子在混凝土中的传输,低温建筑技术, 2010, Vol144, No.6
[138] B. Huet, V. L’hostis,G. Santarini, D. Feron,H. Idrissi, Steel corrosion in concrete: Determinist modeling of cathodic reaction as a function of water saturation degree, Corrosion Science, 2007, 49, 1918–1932
[139] Kolluru V. Subramaniam, Mingdong Bi, Investigation of the local response of the steel–concrete interface for corrosion measurement, Corrosion Science, Volume 51, Issue 9, September 2009, 1976-1984
[140]陈雅福,土木工程材料,华南理工大学出版社,2001
[141]张鹏,咸永珍等,沿海地区混凝土结构的钢筋锈蚀与防护,海岸工程,2005,Vol.24, No.2,78-84
[142] Focacci F., Nanni A. and Bakis C.E., Local bond-slip relationship for FPR reinforcement in concrete, Compos. For Constr. ASCE, 2000, Vol.4,No.1, 24-31
[143] Yingwu Zhou, Yufei Wu, Yanchun Yun, Analytical modeling of the bond-slip relationship at FRP-concrete interfaces for adhesively-bonded joints, Composites Part B:Engineering,Vol.41,Issue 6, 2010,423-433
[144] Cheng Yu Li, Barzin Mobasher, Finite Element Simulations of Fiber Pullout Toughening in Fiber Reinforced Cement Based Composites, Advanced Cement Based Materials, Volume 7, Issues 3-4, 5 April 1998, 123-132
[145] D. Mehmet ?zcan, Alemdar Bayraktar, Abdurrahman ?ahin, Tefaruk Haktanir, Temel Türker, Experimental and finite element analysis on the steel fiber-reinforced concrete (SFRC) beams ultimate behavior, Construction andBuilding Materials, Volume 23, Issue 2, February 2009, 1064-1077
[146]中国工程建设标准化协会,CECS38:92钢纤维混凝土结构设计与施工规程,中国计划出版社,1996
[2] P.S.Song, S.Hwang, B.C.Sheu, Strength properties of polypropylene fiber reinforced concretes, Cement and Concrete Research, Volume 35, Issue 8, August 2005, 1546-1550
[3] D.J.Hannant, Fibre-reinforced concrete, Advanced Concrete Technology Set, 2003, 1-17
[4]邓宗才,李建辉,刘国栋,混杂粗纤维增强混凝土力学特性试验研究,混凝土,No.8, 2006, 50-55
[5] Giovanni Martinola, Alberto Meda, Giovanni A. Plizzari, Zila Rinaldi, Strengthening and repair of RC beams with fiber reinforced concrete, Cement and Concrete Composites, Volume 32, Issue 9, 2010,731-739
[6] H. Y?lmaz Aruntas, Selim Cemalgil, Osman ?im?ek, G?khan Durmu?, Mürsel Erdal, Effects of super plasticizer and curing conditions on properties of concrete with and without fiber , Materials Letters, Volume 62, Issue 19, 2008, 3441-3443
[7] Jun Zhang, Henrik Stang, Victor C. Li, Fatigue life prediction of fiber reinforced concrete under flexural load International Journal of Fatigue, Volume 21, Issue 10, November 1999, 1033-1049
[8] S. Mindess, A.J.Boyd,High performance fibre reinforced concrete, Advances in Building Technology, 2002, 873-880
[9] Sung Bae Kim, Na Hyun Yi, Hyun Young Kim, Jang-Ho Jay Kim, Young-Chul Song, Material and structural performance evaluation of recycled PET fiber reinforced concrete, Cement and Concrete Composites, Volume 32, Issue 3, March 2010, 232-240
[10] Su-Tae Kang, Yun Lee, Yon-Dong Park, Jin-Keun Kim, Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber, Composite Structures, Volume 92, Issue 1, January 2010, 61-71
[11] Xin Luo, Wei Sun, Sammy Y. N. Chan, Characteristics of high-performance steel fiber-reinforced concrete subject to high velocity impact, Cement and Concrete Research, Volume 30, Issue 6, June 2000, 907-914
[12] Mohammed Seddik Meddah, Mohamed Bencheikh, Properties of concrete reinforced with different kinds of industrial waste fibre materials, Construction and Building Materials, Volume 23, Issue 10, October 2009, 3196-3205
[13]G.Camps,A.Turatsinze,A.Sellier,G.Escadeillas,X.Bourbon,Steel-fibre-reinforcement and hydration coupled effects on concrete tensile behaviour, Engineering Fracture Mechanics, Volume 75, Issue 18, 2008, 12, 5207-5216
[14]A.E.Naaman, H.Hammoud, Fatigue characteristics of high performance fiber-reinforced concrete, Cement and Concrete Composites, Volume 20, Issue 5, 1998, 353-363
[15] Shigeyuki Akihama, Tatsuo Suenaga, Tadashi Banno, The behaviour of carbon fibre reinforced cement composites in direct tension, International Journal of Cement Composites and Lightweight Concrete, Volume 6, Issue 3, August 1984, 159-168
[16] Jun Zhang, Henrik Stang, Victor C. Li, Crack bridging model for fibre reinforced concrete under fatigue tension, International Journal of Fatigue, Volume 23, Issue 8, September 2001, 655-670
[17] Antonio Grimaldi, Raimondo Luciano, Tensile stiffness and strength of fiber-reinforced concrete, Journal of the Mechanics and Physics of Solids, Volume 48, Issue 9, September 2000, 1987-2008
[18] Susan Bernal, Ruby De Gutierrez, Silvio Delvasto, Erich Rodriguez, Performance of an alkali-activated slag concrete reinforced with steel fibers, Construction and Building Materials, Volume 24, Issue 2, 2010, 208-214
[19] P. S. Song, S. Hwang, Mechanical properties of high-strength steel fiber-reinforced concrete, Construction and Building Materials, Volume 18, Issue 9, November 2004, 669-673
[20] M. K. Lee, B. I. G. Barr, Strength and fracture properties of industrially prepared steel fibre reinforced concrete Cement and Concrete Composites, Volume 25,Issue 3, April 2003, 321-332
[21] R. V. Balendran, F. P. Zhou, A. Nadeem, A. Y. T. Leung, Influence of steel fibres on strength and ductility of normal and lightweight high strength concrete Building and Environment, Volume 37, Issue 12, December 2002, 1361-1367
[22] P.S. Song, J.C. Wu, S. Hwang, B.C. Sheu, Assessment of statistical variations in impact resistance of high-strength concrete and high-strength steel fiber-reinforced concrete, Cement and Concrete Research, Volume 35, Issue 2, February 2005, 393-399
[23] Steffen Grünewald, Joost C. Walraven, Parameter-study on the influence of steel fibers and coarse aggregate content on the fresh properties of self-compacting concrete Cement and Concrete Research, Volume 31, Issue 12, December 2001, 1793-1798
[24] Yu?a ?ahin, Fuat K?ksal, The influences of matrix and steel fibre tensile strengths on the fracture energy of high-strength concrete, Construction and Building Materials, Volume 25, Issue 4, 2011, 1801-1806
[25] B.W. Xu, H.S. Shi, Correlations among mechanical properties of steel fiber reinforced concrete, Construction and Building Materials, Volume 23, Issue 12, December 2009, 3468-3474
[26] G. Campione, C. Cucchiara, L. La Mendola, M. Papia, Steel–concrete bond in lightweight fiber reinforced concrete under monotonic and cyclic actions, Engineering Structures, Volume 27, Issue 6, May 2005, 881-890
[27]龙靖华,钢纤维与基体界面粘结强度的研究,合肥工业大学学报,1999,22,31-34
[28] S. Igarashi,A. Bentur,S. Mindess,The Effect of Processing on the Bond and Interfaces in Steel Fiber Reinforced Cement Composites,Cement and Concrete Composites, 1996, 18, 313-322
[29] Tayfun Uyguno?lu, Effect of fiber type and content on bleeding of steel fiber reinforced concrete, Construction and Building Materials, Volume 25, Issue 2, February 2011, 766-772
[30] Su Tae Kang, Bang Yeon Lee, Jin-Keun Kim, Yun Yong Kim, The effect of fibre distribution characteristics on the flexural strength of steel fibre-reinforced ultra high strength concrete, Construction and Building Materials, Volume 25, Issue 5, 2011, 2450-2457
[31]赵国藩,钢纤维混凝土结构,中国建筑工业出版社,2002
[32] N. Banthia, M. Sappakittipakorn, Toughness enhancement in steel fiber reinforced concrete through fiber hybridization, Cement and Concrete Research, Volume 37, Issue 9, September 2007,1366-1372
[33] S. K. Padmarajaiah, Ananth Ramaswamy, Flexural strength predictions of steel fiber reinforced high-strength concrete in fully/partially prestressed beam specimens ,Cement and Concrete Composites, Volume 26, Issue 4, May 2004, 275-290
[34] Xiaobin Lu, Cheng-Tzu Thomas Hsu, Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression, Cement and Concrete Research, Volume 36, Issue 9, September 2006, 1679-1685
[35] ?lker Bekir Top?u, Mehmet Canbaz, Effect of different fibers on the mechanical properties of concrete containing fly ash, Construction and Building Materials, Volume 21, Issue 7, July 2007,1486-1491
[36] Sayyed Mahdi Abtahi, Mohammad Sheikhzadeh, Sayyed Mahdi Hejazi, Fiber-reinforced asphalt-concrete, Construction and Building Materials, Volume 24, Issue 6, June 2010, 871-877
[37] Cengiz Duran Ati?, Okan Karahan ,Properties of steel fiber reinforced fly ash concrete, Construction and Building Materials, Volume 23, Issue 1, January 2009, 392-399
[38] Fuat K?ksal, Fatih Altun, ?lhami Yi?it, Yu?a ?ahin, Combined effect of silica fume and steel fiber on the mechanical properties of high strength concretes, Construction and Building Materials, Volume 22, Issue 8, August 2008, 1874-1880
[39] O. Kayali, M. N. Haque, B. Zhu, Some characteristics of high strength fiber reinforced lightweight aggregate concrete, Cement and Concrete Composites,Volume 25, Issue 2, February 2003, 207-213
[40] Nicolas Ali Libre, Mohammad Shekarchi, Mehrdad Mahoutian, Parviz Soroushian, Mechanical properties of hybrid fiber reinforced lightweight aggregate concrete made with natural pumice, Construction and Building Materials, Volume 25, Issue 5, 2011, 2458-2464
[41] O?uz Ak?n Düzgün, Rüstem Gül, Abdulkadir Cüneyt Aydin, Effect of steel fibers on the mechanical properties of natural lightweight aggregate concrete, Materials Letters, Volume 59, Issue 27, November 2005, 3357-3363
[42] Gray, R.J. and Johnson, C.D. The influence of fibre-matrix interfacial bond strength on the mechanical properties of steel fibre reinforced mortars, The International Journal of Cement Composites and Lightweight Concrete,Vol.9, No.1, February 1987, 43–55 ,Composites, Volume 19, Issue 1, January 1988, 76-88
[43] Faming Li, Zongjin Li, Continuum damage mechanics based modeling of fiber reinforced concrete in tension, International Journal of Solids and Structures,Volume 38, Issue 5, February 2001, 777-793
[44] A.Bentur, S.Diamond, Journal of Material Science, Vol.12, 1985, 3610-3620
[45] Mallikarjuna M. Fafard, N. Banthia,A new three-dimensional interface (contact) element for fiber pull-out behavior in composites , Computers & Structures, Volume 44, Issue 4, 3 August 1992, 753-764
[46] J.C.Maso, 7th International Congress on the Chem of Cement, Paris, No.1 VII-1,1980
[47] Linfa Yan, R. L. Pendleton, C. H. M. Jenkins, Interface morphologies in polyolefin fiber reinforced concrete composites, Composites Part A: Applied Science and Manufacturing, Volume 29, Issues 5, 1998, 643-650
[48] M. Schwotzer, T. Scherer, A. Gerdes, Protective or damage promoting effect of calcium carbonate layers on the surface of cement based materials in aqueous environments, Cement and Concrete Research, Volume 40, Issue 9, September 2010, 1410-1418
[49]胡龙泉,吴少鹏,南策文,胡曙光,钢纤维增强聚合物水泥基复合材料界面特性,武汉理工大学学报,2001,23(12),20-23
[50] Evangelos J. Sapountzakis, John T. Katsikadelis, Interface forces in composite steel–concrete structure, International Journal of Solids and Structures, Volume 37, Issue 32, 8 August 2000, 4455-4472
[51] Yong-Hak Lee, Young Tae Joo, Ta Lee, Dong-Ho Ha, Mechanical properties of constitutive parameters in steel–concrete interface, Engineering Structures, Volume 33, Issue 4, 2011, 1277-1290
[52]高丹盈,钢纤维混凝土基本理论,科学技术出版社,1994
[53]西德尼明德斯,J.弗朗西斯.杨,吴科如等译,混凝土,化学工业出版社,2005
[54]孙伟,严云,钢纤维高强水泥基复合材料的界面效应及其疲劳特性的研究,硅酸盐学报,1994, 22(2), 107-116
[55]余红发,刘俊龙,张云升,孙伟,李美丹,高性能混凝土微观结构及其高耐久性形成机理,南京航空航天大学学报,2007, 39(2), 240-243
[56]王璋水,程铁生,机场钢纤维混凝土道面的试验研究及工程应用,全国第五届纤维混凝土学术会议,1994
[57]姚武,钢纤维高强混凝土的力学性能研究,新型建筑材料, 1999, 18-19
[58] Y. Mohammadi,S.P. Singh, S.K. Kaushik, Properties of steel fibrous concrete containing mixed fibres in fresh and hardened state, Construction and Building Materials, 2008, 22, 956-965
[59] Sedat Kurug?l, Leyla Tana?an, Halit Ya?a Ersoy, Young’s modulus of fiber-reinforced and polymer-modified lightweight concrete composites, Construction and Building Materials, Volume 22, Issue 6, June 2008, 1019-1028
[60] Tu??e Sevil, Mehmet Baran, Turhan Bilir, Erdem Canbay, Use of steel fiber reinforced mortar for seismic strengthening, Construction and Building Materials, Volume 24, Issue 2, February 2010, 892-899
[61] Zongcai Deng, The fracture and fatigue performance in flexure of carbon fiber reinforced concrete, Cement and Concrete Composites, Volume 27, Issue 1, January 2005, 131-140
[62] S.U. Balouch, J.P. Forth, J.-L. Granju,Surface corrosion of steel fibre reinforced concrete ,Cement and Concrete Research, Volume 40, Issue 3, March 2010,410-414
[63]赖建中,孙伟,粗合成纤维混凝土力学性能及纤维混凝土界面粘结行为研究,工业建筑,2006,vol.36,11
[64]李建辉,邓宗才,粗合成纤维混凝土抗氯离子腐蚀性试验研究,第十一届全国纤维混凝土学术会议论文集
[65]张忠刚,唐昆仑,钢纤维混凝土在建筑工程中的应用,全国第四届纤维水泥与纤维混凝土学术会议论文集,南京,1992
[66]张荣辉,碾压钢纤维混凝土抗弯强度分析及在路面工程中的应用,全国第四届纤维水泥与纤维混凝土学术会议论文集,南京,1992
[67]王兆,杨锐,钢纤维在高强混凝土施工中的应用研究,重庆建筑,2004,4,50-52
[68] S.P.Singh, S.K.Kaushik, Fatigue strength of steel fibre reinforced concrete in flexure, Cement and Concrete Composites, Volume 25, Issue 7, October 2003, 779-786
[69] Jun Zhang, Victor C. Li, Simulation of crack propagation in fiber-reinforced concrete by fracture mechanics, Cement and Concrete Research, Volume 34, Issue 2, February 2004, 333-339
[70] Paulo B. Cachim, Joaquim A. Figueiras, Paulo A. A. Pereira, Fatigue behavior of fiber-reinforced concrete in compression, Cement and Concrete Composites, Volume 24, Issue 2, April 2002, 211-217
[71] Richard Cantin, Michel Pigeon, Deicer salt scaling resistance of steel fiber reinforced concrete, Cement and Concrete Research, Volume 26, Issue 11, November 1996, 1639-1648
[72] X. G. Hu, A. W. Momber, Y. G. Yin, An experimental study on the tensile strength of steel fiber reinforced concrete, Wear, Volume 253, Issues 7-8, October 2002, 848-854
[73] E.K. Horszczaruk, Hydro-abrasive erosion of high performance fiber-reinforced concrete,Wear, Volume 267, Issues 1-4, June 2009,110-115
[74]邓宗才,高性能合成纤维混凝土,北京:科学出版社,2002
[75]王海超,钢纤维混凝土腐蚀前后的弯曲韧性研究,山东科技大学学报,2007
[76] P. S. MANGAT, K. GURUSAMY, Permissible crack widths in steel fibre reinforced marine concrete, Materials and Structures/Mat&iaux et Constructions, 1997, 20, 338-347
[77] Robert E. Melchers, Effect on marine immersion corrosion of carbon content of low alloy steels, Corrosion Science, 45 (2003), 2609–2625
[78] H.S. Wong, Y.X. Zhao, A.R. Karimi, N.R. Buenfeld, W.L. Jin, On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion, Corrosion Science, Volume 52, Issue 7, July 2010, 2469-2480
[79] P.S. Mangat, Kribanandan Gurusamy, Chloride diffusion in steel fibre reinforced marine concrete, Cement and Concrete Research, Volume 17, Issue 3, May 1997, 385-396
[80] Janotka, I., Krajci, L., Komlos, K. and Frtalova, D., Chloride corrosion of steel fibre reinforcement in cement mortar, The International Journal of Cement Composites and Lightweight Concrete, Vol.11, No.4,1989, 221–228 ,Composites, Volume 21, Issue 3, May 1990, 267-274
[81] Jean-Louis Granju, Sana Ullah Balouch, Corrosion of steel fibre reinforced concrete from the cracks, Cement and Concrete Research, Vol.35, 2005, 572– 577
[82] Luis Caceres,Tomas Vargas, Influence of pitting and iron oxide formation during corrosion of carbon steel in unbufferer NaCl solutions, Corrosion Science, Vol.51, 2009, 971-978
[83] Ki Yong Ann, Ha-Won Song, Chloride threshold level for corrosion of steel in concrete, Corrosion Science, Volume 49, Issue 11, November 2007, 4113-4133
[84] T. Vidal, A. Castel, R. Fran?ois , Corrosion process and structural performance of a 17 year old reinforced concrete beam stored in chloride environment, Cement and Concrete Research, Volume 37, Issue 11, November 2007, 1551-1561
[85] T.A. S?ylev, M.G. Richardson, Corrosion inhibitors for steel in concrete, Construction and Building Materials, Volume 22, Issue 4, April 2008, 609-622
[86] H Saricimen, M Mohammad, A Quddus, M Shameem, M.S Barry, Effectiveness of concrete inhibitors in retarding rebar corrosion, Cement and ConcreteComposites, Volume 24, Issue 1, February 2002, 89-100
[87] M. Ormellese, M. Berra, F. Bolzoni, T. Pastore,Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures, Cement and Concrete Research, Volume 36, Issue 3, March 2006, 536-547
[88] C. Monticelli, A. Frignani, G. Trabanelli, A study on corrosion inhibitors for concrete application, Cement and Concrete Research, Volume 30, Issue 4, April 2000, 635-642
[89] Neal S. Berke, Maria C. Hicks, Predicting long-term durability of steel reinforced concrete with calcium nitrite corrosion inhibitor, Cement and Concrete Composites, Volume 26, Issue 3, April 2004, 191-198
[90] M.F. Morks, Magnesium phosphate treatment for steel, Materials Letters, Vol.58, 2004, 3316– 3319
[91] K.K. Sagoe-Crentsil, V.T. Yilmaz, F.P. Glasser, Corrosion inhibition of steel in concrete by carboxylic acids , Cement and Concrete Research, Volume 23, Issue 6, November 1993, 1380-1388
[92] James M. Gaidis, Chemistry of corrosion inhibitors, Cement and Concrete Composites, Volume 26, Issue 3, April 2004, 181-189
[93] Miksic B, Felner L, Migrating corrosion inhibitors for reinforced concrete, Proceedings of the 8th European Symposium on corrosion Inhibitors, 1995, 569-588
[94] M. A. Pech-Canul, P. Castro, Corrosion measurements of steel reinforcement in concrete exposed to a tropical marine atmosphere, Cement and Concrete Research, Volume 32, Issue 3, March 2002, 491-498
[95] G. K. Glass, N. R. Buenfeld, The presentation of the chloride threshold level for corrosion of steel in concrete, Corrosion Science, Volume 39, Issue 5, May 1997, 1001-1013
[96] M.C. García-Alonso, M.L. Escudero, J.M. Miranda, M.I. Vega, F. Capilla, M.J. Correia, M. Salta, A. Bennani, J.A. González, Corrosion behaviour of new stainless steels reinforcing bars embedded in concrete, Cement and Concrete Research, Vol.37, 2007, 1463–1471
[97] El-Sayed M. Sherif, J.H. Potgieter, J.D. Comins, L. Cornish, P.A. Olubambi, C.N. Machio, The beneficial effect of ruthenium additions on the passivation of duplex stainless steel corrosion in sodium chloride solutions, Corrosion Science, Vol.51, 2009, 1364–1371
[98] Y.P. Kim, M. Fregonese, H. Mazille, D. Feron, G. Santarini, Study of oxygen reduction on stainless steel surfaces and its contribution to acoustic emission recorded during corrosion processes, Corrosion Science, Vol.48, 2006, 3945–3959
[99] G. Lothongkum, P. Wongpanya, S. Morito, T. Furuhara, T. Maki, Effect of nitrogen on corrosion behavior of 28Cr–7Ni duplex and microduplex stainless steels in air-saturated 3.5wt% NaCl solution, Corrosion Science, Vol.48, 2006, 137–153
[100] K. Saravanan, S. Sathiyanarayanan, S. Muralidharan, S. Syed Azim, G. Venkatachari, Performance evaluation of polyaniline pigmented epoxy coating for corrosion protection of steel in concrete environment, Progress in Organic Coatings, Volume 59, Issue 2, May 2007, 160-167
[101] K. Kobayashi, K. Takewaka, Experimental studies on epoxy coated reinforcing steel for corrosion protection, International Journal of Cement Composites and Lightweight Concrete, Volume 6, Issue 2, May 1984, 99-116
[102] Moetaz M. El-Hawary, Evaluation of bond strength of epoxy-coated bars in concrete exposed to marine environment,Construction and Building Materials, Volume 13, Issue 7, 1 October 1999, 357-362
[103] G.C. Mays, A.E. Vardy, Adhesive-bonded steel/concrete composite construction, International Journal of Adhesion and Adhesives, Volume 2, Issue 2, April 1982, 103-107
[104] Lambertc, Protection of concrete, British Corrosion Journal, 1995, Vol.30, No.1
[105]L.Domingues, C.Oliveira, J.C.S.Fernandes, M.G.S.Ferreira, EIS on plasma polymerised coatings used as pre-treatment for aluminium alloys, Electrochimica Acta, Vol.47, 2002, 2253-2258
[106] A. Sanjurjo, Samson Hettiarachchi, K.H. Lau, Philip Cox, Bernard Wood,Coatings for corrosion protection of steel used in reinforced concrete, Surface and Coatings Technology, Volumes 54-55, Part 1, 16 November 1992, 224-228
[107] A.Nasser, A. Clément, S. Laurens, A. Castel, Influence of steel–concrete interface condition on galvanic corrosion currents in carbonated concrete, Corrosion Science, Volume 52, Issue 9, September 2010, 2878-2890
[108]陈一胜,刘萍,低碳钢热浸镀锌的研究,上海有色金属,2006,Vol.27,No.4,3-5
[109] F. Tittarelli, T. Bellezze, Investigation of the major reduction reaction occurring during the passivation of galvanized steel rebars, Corrosion Science, Volume 52, Issue 3, March 2010, 978-983
[110] A.P.Yadav, A.Nisihikata, Electrochemical impedance study on galvanized steel corrosion under cyclic wet-dry conditions-influence of time of wetness, Corrosion Science, 2004, Vol.46, 169-181
[111] Z.Q. Tan, C.M. Hansson, Effect of surface condition on the initial corrosion of galvanized reinforcing steel embedded in concrete, Corrosion Science, Volume 50, Issue 9, September 2008, 2512-2522
[112] T. Bellezze, M. Malavolta, A. Quaranta, N. Ruffini, G. Roventi, Corrosion behaviour in concrete of three differently galvanized steel bars , Cement and Concrete Composites, Volume 28, Issue 3, March 2006, 246-255
[113] T. Sugama, N. Carciello, L. E. Kukacka,G. G Ray,Interface between zinc phosphate-deposited steel fibres and cement paste, Journal of materials science, 1992, Vol.27, 2863-2872
[114]罗立峰,聚合物钢纤维混凝土的增强机理分析,复合材料学报,2002,Vol.9 No.3
[115] Gengying Li, Xiaohua Zhao, Chuiqiang Rong, Zhan Wang, Properties of polymer modified steel fiber-reinforced cement concretes,Construction and Building Materials, Volume 24, Issue 7, July 2010, 1201-1206
[116] X.Q. Zhu, S.S. Law, A concrete–steel interface element for damage detection of reinforced concrete structures,Engineering Structures, Volume 29, Issue 12, December 2007, 3515-3524
[117] Oral Buyukozturk, Brian Hearing, Crack Propagation in concrete composites influenced by interface fracture parameters, International Journal of Solids and Structures, Volume 35, Issues 31-32, November 1998, 4055-4066
[118]胡明德、余其俊等,集料与硅酸盐水泥石界面区的若干研究,武汉工业大学学报,1992.2
[119] Lian Huizhen, Tong Liang, Foundation of research of phase for building materials, Tsinghua University Press,1996
[120]尹双增,断裂、损伤理论及应用,清华大学出版社,1992
[121]马继忠、姚崇德,损伤力学原理在混凝土强度理论中的应用和发展,工业建筑,1990.9
[122]杨佑升,水泥混凝土微观结构对抗压强度的影响,公路工程,2009, 34(4),151-154
[123]叶铭勋,硬化水泥浆体的固相密度,硅酸盐通报,1992.2
[124] Mehta P.Kumar,混凝土微观结构性能,中国电力出版社,2005
[125]李仕玲,纤维对混凝土内部结构的影响,广东建材,2006.6,15-17
[126]孙伟,钢纤维对高强混凝土的增强增韧与阻裂效应的研究,东南大学学报,1991,Vol.21,No.1
[127]曹国娥,欧志华,刘雅军,钢纤维形状特征对钢纤维混凝土力学性能的影响,新型建筑材料,2002, No.2
[128]P.Soroushian, C.D.Loe, Distribution and oriention of fibers in steel fiber reinforced concrete, ACI Materials Journal, 1991.9
[129]J. Cairns, Y. Du, D. Law, Influence of corrosion on the friction characteristics of the steel/concrete interface, Construction and Building Materials, Volume 21, Issue 1, January 2007, 190-197
[130] M. C. Nataraja, N. Dhang, A. P. Gupta, Toughness characterization of steel fiber-reinforced concrete by JSCE approach, Cement and Concrete Research, Volume 30, Issue 4, April 2000, 593-597
[131]Robert M.Jones, Mechanics of Materials, Scripta Book Company, 1976
[132]J.P.Romualdi and G.B.Batson, Mechanics of Crack Arrest in Concrete, ASCE, Vol.89, EM3, June 1963
[133]中国工程建设标准化协会,CECS13:89钢纤维混凝土试验方法,中国计划出版社,1996
[134] Thirumalai Parthiban, R. Ravi,G.T. Parthiban, Potential monitoring system for corrosion of steel in concrete, Advances in Engineering Software, 2006, Vol.37, 375–381
[135] Ki Yong Ann, Ha-Won Song, Chloride threshold level for corrosion of steel in concrete, Corrosion Science, Volume 49, Issue 11, November 2007, 4113-4133
[136]李荻,电化学原理,北京航空航天大学出版社,2000
[137]薛文,王卫仑,龚顺风,金伟良,干湿循环下氯离子在混凝土中的传输,低温建筑技术, 2010, Vol144, No.6
[138] B. Huet, V. L’hostis,G. Santarini, D. Feron,H. Idrissi, Steel corrosion in concrete: Determinist modeling of cathodic reaction as a function of water saturation degree, Corrosion Science, 2007, 49, 1918–1932
[139] Kolluru V. Subramaniam, Mingdong Bi, Investigation of the local response of the steel–concrete interface for corrosion measurement, Corrosion Science, Volume 51, Issue 9, September 2009, 1976-1984
[140]陈雅福,土木工程材料,华南理工大学出版社,2001
[141]张鹏,咸永珍等,沿海地区混凝土结构的钢筋锈蚀与防护,海岸工程,2005,Vol.24, No.2,78-84
[142] Focacci F., Nanni A. and Bakis C.E., Local bond-slip relationship for FPR reinforcement in concrete, Compos. For Constr. ASCE, 2000, Vol.4,No.1, 24-31
[143] Yingwu Zhou, Yufei Wu, Yanchun Yun, Analytical modeling of the bond-slip relationship at FRP-concrete interfaces for adhesively-bonded joints, Composites Part B:Engineering,Vol.41,Issue 6, 2010,423-433
[144] Cheng Yu Li, Barzin Mobasher, Finite Element Simulations of Fiber Pullout Toughening in Fiber Reinforced Cement Based Composites, Advanced Cement Based Materials, Volume 7, Issues 3-4, 5 April 1998, 123-132
[145] D. Mehmet ?zcan, Alemdar Bayraktar, Abdurrahman ?ahin, Tefaruk Haktanir, Temel Türker, Experimental and finite element analysis on the steel fiber-reinforced concrete (SFRC) beams ultimate behavior, Construction andBuilding Materials, Volume 23, Issue 2, February 2009, 1064-1077
[146]中国工程建设标准化协会,CECS38:92钢纤维混凝土结构设计与施工规程,中国计划出版社,1996