引文
[1]Schickert M,Krause M,Müller W.Ultrasonic imaging of concrete elements using SAFT reconstruction[J].Journal of Materials in Civil Engineering,2003,15(3):235-246.
[2]Kozlov V N,Samokrutov A A,Shevaldykin V G.Thickness measurements and flaw detection in concrete using ultrasonic echo method[J].Nondestructive Testing and Evaluation,1997,13(2):73-84.
[3]李秋锋,石立华,梁大开.波包分解技术在合成孔径聚焦成像中的应用[J].应用基础与工程科学学报,2009,17(6):943-949.LI Qiufeng,SHI Lihua,LIANG Dakai.Application of wave packet decomposition technique to synthetic aperture focusing imaging[J].Journal of Basic Science and Engineering,2009,17(6):943-949.
[4]余涛.超声波在混凝土中传播的数值模拟[D].长沙:中南大学地球科学与信息物理学院,2013:7-49.YU Tao.Numerical simulation of ultrasonic wave propagation in concrete[D].Changsha:Central South University.School of Geosciences and Info-Physics,2013:7-49.
[5]Shevaldykin V G,Samokrutov A A,Kozlov V N.Ultrasonic low-frequency transducers with dry dot contact and their applications for evaluation of concrete structures[J].Ultrasonics Symposium,2002,3(2):793-798.
[6]Schickert M.Ultrasonic NDE of concrete[C]//Ultrasonic Symposium.2002:739-748.
[7]Nakahata K,Hirose S,Schubert F,et al.Image based EFIT simulation for nondestructive ultrasonic testing of austenitic steel[J].Journal of Solid Mechanics and Materials Engineering,2009,3(12):1256-1262.
[8]Schubert F,Kehler B.Three-dimensional time domain modeling of ultrasonic wave propagation in concrete in explicit consideration of aggregates and porosity[J].Journal of Computational Acoustics,2001,9(4):1543-1560.
[9]严红勇,刘洋.Kelvin-Voigt黏弹性介质地震波场数值模拟与衰减特征[J].物探与化探,2012,36(5):806-812.YAN Hongyong,LIU Yang.Numerical modeling and attenuation characteristics of seismic wave field in Kelvin-Voigt viscoelastic media[J].Geophysical&Geochemical Exploration,2012,36(5):806-812.
[10]奚先,姚姚.二维黏弹性随机介质中的波场特征分析[J].地球物理学进展,2004,19(3):608-615.XI Xian,YAO Yao.The analysis of the wave field characteristics in 2-D viscoelastic random medium[J].Progress in Geophysics,2004,19(3):608-615.
[11]丁辉.计算超声学:声场分析及应用[M].北京:科学出版社,2010:10-41.DING Hui.Computational ultrasonic:Analysis and application of ultrasonic field[M].Beijing:Science Press,2010:10-41.
[12]贾立坤.黏弹性介质地震波数值模拟[D].青岛:中国石油大学地球科学与技术学院,2011:15-30.JIA Likun.Numerical modeling of seismic wave in viscoelastic media[D].Qingdao:China University of Petroleum.School of Geosciences,2011:15-30.
[13]刘陆广,欧卓成,段卓平,等.混凝土动态断裂数值模拟研究[J].兵工学报,2010,31(6):741-745.LIU Luguang,OU Zhuocheng,DUAN Zhuoping,et al.Simulation of concrete dynamic fracture[J].Acta Armamentarii,2010,31(6):741-745.
[14]宋来忠,王乾峰,彭刚,等.具有大量椭圆随机分布区域的数值模拟及应用[J].计算力学学报,2012,29(5):662-667.SONG Laizhong,WANG Qianfeng,PENG Gang,et al.Numerical simulation method for the domain with large number of random ellipse grains and their application[J].Chinese Journal of Computational Mechanics,2012,29(5):662-667.
[15]李友云,崔俊芝.具有大量椭圆颗粒/孔洞随机分布区域的计算机模拟及其改进三角形自动网格生成算法[J].计算力学学报,2004,21(5):540-545.LI Youyun,CUI Junzhi.Computer simulation method for the domain with large numbers of random ellipse grains/cavities and the improving automatic triangle mesh generation algorithm[J].Chinese Journal of Computational Mechanics,2004,21(5):540-545.
[16]王旗华,梁斌,卢永刚,等.混凝土三相细观模型生成方法[J].混凝土,2013(10):49-55.WANG Qihua,LIANG Bin,LU Yonggang,et al.Generating approach of three-phase structure model for concrete[J].Concrete,2013(10):49-55.
[17]梁昕宇,党发宁,田威,等.基于细观力学的混凝土数值模型研究[J].应用力学学报,2011,28(2):129-134.LIANG Xinyu,DANG Faning,TIAN Wei,et al.Study on numerical model of concrete based on 3D meso-mechanics[J].Chinese Journal of Applied Mechanics,2011,28(2):129-134.
[18]梁丽敏,余红发,潘浙锋.基于真实细观结构的多孔混凝土三维重建[J].河海大学学报(自然科学版),2010,38(4):424-427.LIANG Limin,YU Hongfa,PAN Zhefeng.Actual mesostructure-based three-dimensional reconstruction of porous concrete[J].Journal of Hohai University(Natural Sciences),2010,38(4):424-427.
[19]LI Guangfan,HUANG Yong,CHEN Chaohe.Experimental method and research evolution of strength prediction of cement concrete[J].Advanced Materials Research,2011,250(5):1071-1076.