[1] Yamaguchi I. A laser-speckle strain gauge[J]. Journal of Physics E Scientific Instruments, 2000, 14(14): 1270-1273.
[2] Peters W H, Ranson W F. Digital imaging techniques in experimental stress analysis[M]. Kluwer Law International, 1982, 21(3): 427-431.
[3] Gajewski T, Garbowski T. Calibration of concrete parameters based on digital image correlation and inverse analysis[J]. Archives of Civil & Mechanical Engineering, 2014, 14(1): 170-180.
[4] Chen X, Yang L, Xu N, et al. Cluster approach based multi-camera digital image correlation: Methodology and its application in large area high temperature measurement[J]. Optics & Laser Technology, 2014, 57 (7): 318-326.
[5] Rossol M N, Shaw J H, Hrishikesh B, et al. Characterizing weave geometry in textile ceramic composites usingdigital image correlation[J]. Journal of the American Ceramic Society, 2013, 96: 2362-2365.
[6] Krottenthaler M, Schmid C, Schaufler J, et al. A simple method for residual stress measurements in thin films by means of focused ion beam milling and digital image correlation[J]. Surface & Coatings Technology, 2013, 215(4): 247-252.
[7] Ghorbani R, Matta F, Sutton M A. Full-Field displacement measure- ment and crack mapping on masonry wallsusing digital image correla- tion[M]//Advancement of Optical Methods in Experimental Mechanics (Vol 3). 2014: 187-196.
[8] Tominaga Y, Arikawa S, Yoneyama S, et al. Observation of thermal strain on electronic packages using digital image correlation[M]//Advancement of Optical Methods in Experimental Mechanics(Vol 3). 2014: 151-157.
[9] Yuan Y, Huang J, Peng X, et al. Accurate displacement measurement via a self-adaptive digital image correlation method based on a weighted ZNSSD criterion[J]. Optics and Lasers in Engineering, 2014, 52(1): 75-85.
[10] Yates J R, Zanganeh M, Tai Y H. Quantifying crack tip displacement fields with DIC[J]. Engineering Fracture Mechanics, 2010, 77(11): 2063-2076.
[11] Roux S, Réthoré J, Hild F. Digital image correlation and fracture: an advanced technique for estimating stress intensity factors of 2D and 3D cracks[J]. Journal of Physics D Applied Physics, 2009, 42(21): 214004-214024.
[12] Lin Q, Labuz J F. Fracture of sandstone characterized by digital image correlation[J]. International Journal of Rock Mechanics & Mining Sciences, 2013, 60(8): 235-245.
[13] 高红俐, 刘欢, 齐子诚, 等. 基于DSCM谐振载荷作用下疲劳裂纹尖 端位移应变场测量[J]. 兵器材料与科学工程, 2016, 39(1): 17-21. Gao Hongli, Liu Huan, Qi Zicheng, et al. Measurement of displacement and strain fields of fatigue crack tip under resonant loading based on DIC method[J]. Ordnance Material Science and Engineering, 2016, 39(1): 17-21.
[14] Ma Y, Zheng Y, Meng H, et al. Heterogeneous PVA hydrogels with micro-cells of both positive and negative Poisson's ratios[J]. Journal of the Mechanical Behavior of Biomedical Materials, 2013, 23: 22-31.
[15] 王岚, 贾永杰, 张大伟, 等. 基于数字散斑相关法的聚合物改性沥青 混合料抗裂性能[J]. 复合材料学报, 2016, 33(9): 2123-2131. Wang Lan, Jia Yongjie, Zhang Dawei et al. Crack resistance of polymer modified asphalt mixture based on digital speckle correlation technique[J]. Acta Materiae Compositae Sinica, 2016, 33(9): 2123- 2131.
[16] 纪维伟, 潘鹏志, 苗书婷, 等. 基于数字图像相关法的两类岩石断裂 特征研究[J]. 岩土力学, 2016, 37(8): 2300-2305. Ji Weiwei Pan Pengzhi, Miao Shuting, et al. Fracture characteristics of two types of rocks based on digital image correlation[J]. Rock and Soil Mechanics, 2016, 37(8): 2300-2305.
[17] 王冬梅, 方如华, 秦玉文. 数字图像相关测量的误差分析及其改进 措施[J]. 实验力学, 1998, 13(3): 417-422.Wang Dongmei, Fang Ruhua, Qin Yuwen. Measuring errors analysis and improvement of digital image correlation method measurement system[J]. Journal of ExperimentalMechanics, 1998, 13(3): 417-422.
[18] 孟利波, 金观昌, 姚学锋. DSCM中摄像机光轴与物面不垂直引起的 误差分析[J]. 清华大学学报(自然科学版), 2006, 46(11): 1930-1932. Meng Libo, Jin Guanchang, Yao Xxuefeng. Errors caused by misalignment of the optical camera axis and the object surface in the DSCM[J]. Journal of Tsinghua University (Science and Technology), 2006, 46(11): 1930-1932.
[19] 戴相录, 谢惠民, 王怀喜. 二维数字图像相关测量中离面位移引起 的误差分析[J]. 实验力学, 2013, 28(1): 11-19. Dai Xianglu, Xie Huimin, Wang Huaixi. Analysis of the eror caused by off-plane displacement in two-dimensional digital image correlation measurement[J]. Journal of Experimental Mechanics, 2013, 28(1): 11-19.
[20] 张爱印, 任印国. Golden Surfer软件绘制地质图件的技巧[J]. 中国煤 田地质, 2006(增刊): 87-89. Zhang Aiyin, Ren Yinguo. Geological map making tips when use the golden surfer software [J]. Coal Geology of China, 2006(Suppl 1): 87-89.
[21] 张鸣. 水泥基材料用微胶囊自修复方法与原理的研究[D]. 长沙: 中 南大学, 2013. Zhang Ming. A study on microcapsule based self-healing method and mechanism for cementitious composites[D]. Changsha: Central South University, 2013.
[22] Jacobsen S, Marchand J, Boisvert L. Effect of cracking and healing onchloride transport in OPC concrete[J]. Cement and Concrete Research, 1996, 26(6): 869-881.
[23] Mihashi H, Nishiwaki T. Development of engineered self-healing and self-repairing concrete-state-of-the-art Report[J]. Journal of Ad- vanced Concrete Technology, 2012, 10(5):170-184.
[24] Zhu Y, Barthelat F, Labossiere P E, et al. Nanoscale displacement and strain measurement[C]. Charlotte, USA Proceedings of the 2003 SEM Annual Conference and Exposition on Experimental and Applied Mechanics, ResearchGate, 2003: 155-158.
[25] Love J, Deininger P. Micromechanical applications of digital image correlation techniques[M]//Interferometry in Speckle Light. Springer Berlin Heidelberg, 2000: 67-74.
[26] 司炳君, 孙治国, 王东升, 等. 高强箍筋约束高强混凝土柱抗震性能 研究综述[J]. 土木工程学报, 2009, 42(4): 1-9. Si Bingjun, Sun Zhiguo, Wang Dongsheng, et al. Review of studies on the seismic behavior of high strength concrete columns with high strength transverse reinforcement[J]. China Civil Engineering Journal, 2009, 42(4): 1-9.
[27] 吴庆, 倪源, 孙林柱, 等. 基于VIC-3D技术的高强混凝土单轴受压 试验研究[J]. 混凝土, 2014, 11(2): 19-23. Wu Qing, Ni Yuan, Sun Linzhu, et al. Experimental study on highstrength concrete under uniaxial compression based on VIC-3D technology[J]. Concrete, 2014, 11(2): 19-23.
[28] 刘燕, 刘晋艳, 易成. 缺陷混凝土抗氯离子渗透性能试验研究[J]. 建 筑材料学报, 2014, 17(6): 979-983. Liu Yan, Liu Jinyan, Yi Cheng. Experimental study of the chloride penetration of defective concrete[J]. Journal of Building Materials, 2014, 17(6): 979-983.
[29] Chen J, Zhang X, Zhan N, et al. Deformation measurement across crack using two-step extended digital image correlation method[J]. Optics & Lasers in Engineering, 2010, 48(11): 1126-1131.
[30] Heredia A S, Marquez A P A. Concrete stress-strain characterization by digital image correlation[J]. Journal of AppliedMechanical Engineering, 2015, 4(6): 1-5.
[31] Fayyad T M, Lees J M. Application of digital image correlation to reinforced concrete fracture[J]. Procedia Materials Science, 2014, 3: 1585-1590.
[32] Nunes L C S, Reis J M L. Estimation of crack-tip-opening displacement and crack extension of glass fiber reinforced polymer mortars using digital image correlation method[J]. Materials and Design, 2012, 33(1): 248-253.
[33] 王岚, 王宇, 弓宁宁, 等. 基于数字散斑相关方法的沥青混合材料老 特性实验研究[J]. 功能材料, 2016, 47(1): 1087-1092. Wang Lan, Wang Yu, Gong Ningning et al. Aging characteristic test research of asphalt mixture based on the digital speckle correlation method[J]. Journal of Functional Materials, 2016, 47(1): 1087-1092.
[34] 杨建林, 王来贵, 张鹏, 等. 水泥改性泥岩受压破坏的变形场演化规 律研究[J]. 硅酸盐通报, 2015, 34(11): 3271-3276. Yang Jianlin, Wang Laigui G, Zhang Peng, et al. Deformation field evolution during compression failure process of mudstone modified by portland cement[J]. Bulletin of the Chinese Ceramic Society, 2015, 34 (11): 3271-3276．
[35] 赵丽娜, 贺平照, 邢树根, 等. 基于数字散斑方法的炭/炭复合材料高 温应变测量[J]. 固体火箭技术, 2014, 37(5): 729-733. Zhao Lina, He Pingzhao，Xing Shugen, et al. Strain measurement of carbon/carbon composites at high temperatures by digital speckle correlation method[J]. Journal of Solid Rocket Technology, 2014, 37 (5): 729-733.
[36] Zhou P, Goodson K E. Subpixel displacement and deformation gradient measurement using digital image/specklecorrelation(DISC)[J]. Optical Engineering, 2001, 40(8): 1613-1620.
[37] Meng L B, Jin G C, Yao X F. Application of iteration and finite element smoothing technique for displacement and strain measurement of digital speckle correlation[J]. Optics and Lasers in Engineering, 2007, 45(1): 57-63.
[38] 徐永杰. 多孔结构复合拉胀混凝土的设计及力学性能表征[D]. 青 岛: 青岛理工大学, 2015. Xu Yongjie. Design of auxetic concrete with porous structure and characterization of their mechanical properties[D]. Qingdao: Qingdao University of Technology, 2015.
[39] 童晶, 金贤玉, 田野, 等. 基于DSCM方法的锈蚀钢筋混凝土表面开 裂[J]. 浙江大学学报(工学版), 2015, 49(2): 193-199. Tong Jing, Jin Xianyu, Tian Ye, et al. Study on surface cracking of corroded reinforced concrete based on DIC method[J]. Journal of Zhejiang University(Engineering Science Edition), 2015, 49(2): 193- 199.
[40] 刘光利, 姜红艳. 数字散斑相关方法的原理及土木工程应用简介[J]. 安徽建筑大学学报, 2015, 23(6): 53-62. Liu Guangli, Jiang Hongyan. Principle of digital speckle correlation method and its applications in civil engineering deformation measurement[J]. Journal of Anhui Institute of Architecture and Industry, 2015, 23(6): 53-62.
[41] 孟利波, 刘会耕, 胡建新. 基于数字散斑相关方法的中小跨径桥梁 挠度测量系统研究[J]. 公路交通技术, 2013(5): 55-57. Meng Libo, Liu Huigeng, Hu Jianxin. Research on measuring system for deflection of medium and small-span bridges based on digital speckle correlation method[J]. Technology of Highway and Transport, 2013(5): 55-57.
[42] Yoneyama S, Kitagawa A, Iwata S, et al. Bridge deflection measure-ment using digital image correlation[J]. Exp Tech, 2007, 31(1): 34-40.
[43] 刘亚双. 基于数字散斑技术的桥梁检测[J]. 成都大学学报, 2013, 32 (3): 309-311. Liu Yashuang. Detection of bridges based on digital speckle technique[J]. Journal of Chengdu University(Natural Science Edition), 2013, 32 (3): 309-311.
[44] 李元海, 贾冉旭, 杨苏. 基于岩土渐进变形特征的数字散斑相关优 化分析法[J]. 岩土工程学报, 2015, 37(8): 1490-1496. Li Yuanhai, Jia Rranxu, Yang Su. Optimized method for DSCM based on progressive displacement characteristics of geotechnical materials[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1490- 1496.
[45] 赵景尧, 蔡英春. 数字图像相关方法及其在木材科学研究中的应用[J]. 世界林业研究, 2015, 28(6): 53-57. Zhao Jingyao, Cai Yingchun. Digital image correlation technology and its application to wood science[J]. World Forestry Research, 2015, 28 (6): 53-57.
