[1] |
王铁梦. 工程结构裂缝控制的综合方法[J]. 施工技术,2000,29(5):5-9.(WANG Tiemeng. Comprehensive method for cracking-control in structure[J]. Chinese Journal of Construction Technology,2000,29(5):5-9.(in Chinese))
|
[29] |
SURENDRA K V N,SIMHA K R Y. Analysis of cracked and un-cracked semicircular rings under symmetric loading[J]. Engineering Fracture Mechanics,2014,128:69-90.
|
[3] |
GUO Y,LIN S,SHEN A,et al. Deterioration mechanism of interfacial transition zone of pavement concrete under three-fields coupling[J]. Journal of South China University of Technology:Natural Science,2018,46(6):23-30.
|
[5] |
YU J L,YANG D. Construction technical measures and control of concrete temperature cracking for a mass flat plate type raft foundation[J]. Applied Mechanics and Materials,2014,484-485:717-721.
|
[13] |
郑建军,彭国军,邵 林. 考虑骨料形状效应时混凝土界面面积率的计算[J]. 混凝土,2007,(7):75-77.(ZHENG Jianjun,PENG Guojun,SHAO lin. Calculation of concrete interface area ratio considering aggregate shape effect[J]. Concrete,2007,(7):75-77.(in Chinese))
|
[15] |
周甲佳,潘金龙,梁坚凝,等. 尺寸效应对水泥净浆与粗骨料界面黏结性能的影响[J]. 建筑材料学报,2012,15(5):712-716.(ZHOU Jiajia,PAN Jinlong,LIANG Jianning,et al. The influence of size effect on the interface adhesion between cement paste and coarse aggregate[J]. Journal of Building Materials,2012,15(5):712-716. (in Chinese))
|
[23] |
WANG Q Z,LI W,XIE H P. Dynamic split tensile test of Flattened Brazilian Disc of rock with SHPB setup[J]. Mechanics of Materials,2008,41(3):252-260.
|
[25] |
Xia K W,YAO W. Dynamic rock tests using split Hopkinson (Kolsky)bar system e A review[J]. Journal of Rock Mechanics and Geotechnical Engineering,2015,7(1):27-59.
|
[33] |
FREW D J,FORRESTAL M J,CHEN W. Pulse shaping techniques for testing elastic-plastic materials with a split Hopkinson pressure bar[J]. Experimental Mechanics,2005,45(2):186-195.
|
[35] |
RODRIGUEZ J,NAVARRO C,SÁNCHEZ-GÁLVEZ V. Splitting tests:an alternative to determine the dynamic tensile strength of ceramic materials[J]. Le Journal De Physique IV,1994,4:C8-101-C8-106.
|
[38] |
FREW D J,FORRESTAL M J,CHEN W. A split Hopkinson pressure bar technique to determine compressive stress-strain data for rock materials[J]. Experimental Mechanics,2001,41(1):40-46.
|
[40] |
GONG F Q,LI X B,DONG L J. Experimental determination of dynamic tensile strength of sandstone at different loading rate[C]// Proceedings of the 2nd ISRM International Young Scholars' Symposium on Rock Mechanics. [S. l.]:[s. n.],2011:806-809.
|
[43] |
GU X,ZHANG Q,HUANG D,et al. Wave dispersion analysis and simulation method for concrete SHPB test in peridynamics[J]. Engineering Fracture Mechanics,2016,160:124-137.
|
[11] |
罗明勇,曾 强,庞晓贇,等. 养护条件对水泥基材料孔隙结构的影响[J]. 硅酸盐学报,2013,41(5):597-604.(MINGYONG L,ZENG Q,XIAOYUN P,et al. Effect of curing conditions on pore structure of cement based materials[J]. Journal of the Chinese Ceramic Society,2013,41(5):597-604. (in Chinese))
|
[21] |
ZHANG Q B,JIAN Z. Determination of mechanical properties and full-field strain measurements of rock material under dynamic loads[J]. International Journal of Rock Mechanics and Mining Sciences,2013,60(8):423-439.
|
[31] |
WANG Q Z,FENG F,NI M,et al. Measurement of mode I and mode II rock dynamic fracture toughness with cracked straight through flattened Brazilian disc impacted by split Hopkinson pressure bar[J]. Engineering Fracture Mechanics,2011,78(12):2 455-2 469.
|
[41] |
ZHU W,TANG C A. Numerical simulation of Brazilian disk rock failure under static and dynamic loading[J]. International Journal of Rock Mechanics and Mining Sciences,2006,43:236-252.
|
[7] |
BURLION N,BERNARD D,CHEN D. X-ray microtomography:Application to microstructure analysis of a cementitious material during leaching process[J]. Cement and Concrete Research,2006,36(2):346-357.
|
[9] |
党发宁,刘彦文,丁卫华,等. 基于破损演化理论的混凝土CT图像定量分析[J]. 岩石力学与工程学报,2007,26(8):1 588-1 593. (DANG Faning,LIU Yanwen,DING Weihua,et al. Quantitative analysis of concrete CT image based on damage evolution theory[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1 588-1 593.(in Chinese))
|
[17] |
HUANG K,GUO L,YU H,et al. A domain-independent interaction integral method for evaluating the dynamic stress intensity factors of an interface crack in nonhomogeneous materials[J]. International Journal of Solids and Structures,2016:100-101.
|
[19] |
TONG J,WONG K Y,LUPTON C. Determination of interfacial fracture toughness of bone-cement interface using sandwich Brazilian disks[J]. Engineering Fracture Mechanics,2007,74(12):1 904- 1 916.
|
[27] |
SURENDRA K,SIMHA K. Synthesis and application of weight function for edge cracked semicircular disk (ECSD)[J]. Engineering Fracture Mechanics,2013,107(7):61-79.
|
[37] |
杨仁树,陈 骏,刘殿书. 动态巴西圆盘劈裂试验的极限分析解[J]. 岩土工程学报,2017,39(6):1 156-1 160.(YANG Renshu,CHEN Jun,LIU dianshu. Limit analysis solution of dynamic Brazilian disc splitting test [J]. Chinese Journal of Geotechnical Engineering,2017,39(6):1 156-1 160.(in Chinese))
|
[39] |
ASPRONE D,CADONI E,PROTA A,et al. Dynamic behavior of a Mediterranean natural stone under tensile loading[J]. International Journal of Rock Mechanics and Mining Sciences,2009,46(3):514-520.
|
[4] |
CHEN J,LI X H,WANG F L,et al. Influence of different curing conditions on shrinkage of concrete[J]. Advanced Materials Research,2013,838-841:36-41.
|
[14] |
欧阳幼玲,陈迅捷,蔡跃波. 不同骨料混凝土的界面结构特征及极限拉伸性能[J]. 建筑材料学报,2011,14(6):834-838.(OUYANG Youling,CHEN Xunjie,CAI Yuebo. Interface structure characteristics and ultimate tensile properties of different aggregate concrete[J]. Journal of Building Materials,2011,14(6):834-838.(in Chinese))
|
[24] |
WANG Q Z,JIA X M,KOU S Q,et al. The flattened Brazilian disc specimen used for testing elastic modulus,tensile strength and fracture toughness of brittle rocks:analytical and numerical results[J]. International Journal of Rock Mechanics and Mining Sciences,2004, 41(2):26-30.
|
[34] |
WANG X,ZHU Z,WANG M,et al. Study of rock dynamic fracture toughness by using VB-SCSC specimens under medium-low speed impacts[J]. Engineering Fracture Mechanics,2017,181:52-64.
|
[44] |
BARENBLATT G I. The mechanical theory of equilibrium cracks in brittle fracture[J]. Advances in Applied Mechanics,1962,7:55-129.
|
[2] |
FENG H H,WANG X. Causes and control measures of mass concrete crack of high-rise building basement foundation slab[J]. Advanced Materials Research,2010,163-167:1 609-1 613.
|
[6] |
张云升,孙 伟,林 玮,等. 用环境扫描电镜原位定量追踪K-PSDS型地聚合物混凝土界面区的水化过程[J]. 硅酸盐学报,2003,31(8):806-810.(ZHANG Yunsheng,SUN Wei,LIN Wei,et al. In situ quantitative tracking of hydration process of K-PSDS geopolymer concrete interface area by environmental scanning electron microscopy[J]. Journal of the Chinese Ceramic Society,2003,31(8):806-810.( in Chinese))
|
[8] |
蒲心诚,王勇威. 超高强高性能混凝土的孔结构与界面结构研究[J]. 混凝土与水泥制品,2004,(3):9-13.(PU Xincheng,WANG Yongwei. Study on pore structure and interface structure of super high strength and high performance concrete[J]. Concrete and Cement Products,2004,(3):9-13.( in Chinese))
|
[10] |
LEEMANN A,MÜNCH B,GASSER P,et al. Influence of compaction on the interfacial transition zone and the permeability of concrete[J]. Cement and Concrete Research,2006,36(8):1 425- 1 433.
|
[12] |
庞超明,LEUNGC K Y,孙 伟,等. 水泥基材料断裂性能与微孔结构研究[J]. 建筑材料学报,2011,14(4):523-527.(PANG Chaoming,LEUNGC K Y,SUN Wei,et al. Study on fracture performance and microporous structure of cement-based materials[J]. Journal of Building Materials,2011,14(4):523-527.(in Chinese))
|
[16] |
马 飞,孙家瑛,张逸君,等. 界面改性对混凝土路用性能的影响[J]. 建筑材料学报,2001,(4):351-355.(MA Fei,SUN Jiaying,ZHANG Yijun,et al. Influence of interface modification on road performance of concrete[J]. Journal of Building Materials,2001,(4):351-355. (in Chinese))
|
[18] |
CHANG J,XU J. The singular stress field and stress intensity factors of a crack terminating at a bimaterial interface[J]. International Journal of Mechanical Sciences,2006,49(7):888-897.
|
[20] |
ZHOU Z L,ZHOU Y,LI X B,et al. Stress evolution and failure process of Brazilian disc under impact[J]. Journal of Central South University,2013,20(1):172-177.
|
[22] |
宫凤强,李夕兵,董陇军. 圆盘冲击劈裂试验中岩石拉伸弹性模量的求解算法[J]. 岩石力学与工程学报,2013,32(4):705-713. (GONG Fengqiang,LI Xibing,DONG Longjun. An algorithm for calculating the elastic modulus of rock in the disk impact splitting test[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(4):705-713.(in Chinese))
|
[26] |
ALBERTINI C,MONTAGNANI M. Testing techniques based on the split Hopkinson bar[M]. London:Institute of Physics,1974:22-32.
|
[28] |
SURENDRA K V N,SIMHA K R Y. Design and analysis of novel compression fracture specimen with constant form factor:Edge cracked semicircular disk(ECSD)[J]. Engineering Fracture Mechanics,2013,102(2):235-248.
|
[30] |
WANG M,ZHU Z,DONG Y,et al. Study of mixed-mode I/II fractures using single cleavage semicircle compression specimens under impacting loads[J]. Engineering Fracture Mechanics,2017,177:33-44.
|
[32] |
LI W,XU J. Impact characterization of basalt fiber reinforced geopolymeric concrete using a 100-mm-diameter split Hopkinson pressure bar[J]. Materials Science and Engineering A,2009,513-514:145-153.
|
[36] |
李 伟,谢和平,王启智. 大理岩动态劈裂拉伸的SHPB实验研究[J]. 爆炸与冲击,2006,26(1):12-20.(LI Wei,XIE Heping,WANG Qizhi. SHPB experimental study on dynamic splitting tension of marble[J]. Explosion and Impact,2006,26(1):12-20.(in Chinese))
|
[42] |
YUAN R,SHEN B. Numerical modelling of the contact condition of a Brazilian disk test and its influence on the tensile strength of rock[J]. International Journal of Rock Mechanics and Mining Sciences,2017,93:54-65.
|
[45] |
苏 峰. 镁基纳米复合材料高温动态拉伸及断裂模拟[硕士学位论文][D]. 青岛:大连理工大学,2016.(SU Feng. High temperature dynamic tensile and fracture simulation of Magnesium Matrix Nanocomposites[M. S. Thesis][D]. Qingdao:Dalian University of Technology,2016.(in Chinese))
|