Citation: | Zhang Yong-liang, Zhu Da-yong, Li Yong-chi, Yao Hua-yan, Huang Rui-yuan, Li Xu-yang. Dynamic mechanical properties of dry and saturated concretes and their mechanism[J]. Explosion And Shock Waves, 2015, 35(6): 864-870. doi: 10.11883/1001-1455(2015)06-0864-07 |
[1] |
Bjerkli L, Jensen J, Lenschow R. Strain development and static compressive strength of concrete exposed to water pressure loading[J]. ACI Structural Journal, 1993, 90(3): 310-315. https://www.concrete.org/publications/internationalconcreteabstractsportal/m/details/id/4189
|
[2] |
Ross C A, Jerome D M, Tedesco J W, et al. Moisture and strain rate effects on concrete strength[J]. ACI Materials Journal, 1996, 93(3): 293-300. https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=9814
|
[3] |
Rossi P, Van Mier J G M, Boulay C. The dynamic behaviour of concrete: Influence of free water[J]. Materials and Structures, 1992, 25(9): 509-514. doi: 10.1007/BF02472446
|
[4] |
Rossi P. Influence of cracking in the presence of free water on the mechanical behaviour of concrete[J]. Magazine of Concrete Research, 1991, 43(154): 53-57. doi: 10.1680/macr.1991.43.154.53
|
[5] |
Mehta P K, Nonteiro P J M. Concrete: Microstructure, properties and materials[M]. Indian Concrete Institute, 1997.
|
[6] |
Vu X H, Malecot Y, Daudeville L, et al. Analysis of concrete behavior under high confinemen: Effect of the saturation ratio[J]. International Journal of Solids and Structures, 2009, 46(5): 1105-1120. doi: 10.1016/j.ijsolstr.2008.10.015
|
[7] |
王海龙, 李庆斌.不同加载速率下干燥与饱和混凝土抗压性能试验研究分析[J].水利发电学报, 2007, 26(1): 84-89.
Wang Hai-long, Li Qing-bin. Experiments of the compressive properties of dry and saturated concrete under different loading rates[J]. Journal of Hydroelectric Engineering, 2007, 26(1): 84-89.
|
[8] |
胡时胜, 王道荣.冲击载荷下混凝土材料的动态本构关系[J].爆炸与冲击, 2002, 22(3): 242-246. http://www.bzycj.cn/article/id/10155
Hu Shi-sheng, Wang Dao-rong. Dynamic constitutive relation of concrete under impact[J]. Explosion and Shock Waves, 2002, 22(3): 242-246. http://www.bzycj.cn/article/id/10155
|
[9] |
吕培印, 宋玉普, 侯景鹏.一向侧压混凝土在不同加载速率下的受压试验及其破坏准则[J].工程力学, 2002, 19(5): 67-71. http://d.wanfangdata.com.cn/periodical/gclx200205013
Lü Pei-yin, Song Yu-pu, Hou Jing-peng. Experimental study and failure criterion of compressive concrete under various loading rates with uniaxial lateral confinement[J]. Engineering Mechanics, 2002, 19(5): 67-71. http://d.wanfangdata.com.cn/periodical/gclx200205013
|
[10] |
李赞成, 张韬, 陈磊.湿饱和混凝土抗侵彻性能分析[J].弹箭与制导学报, 2009, 29(4): 106-108.
Li Zan-cheng, Zhang Tao, Chen Lei. The analysis on anti-penetration performance of moist saturated concrete[J]. Journal of Projectiles, Rockets, Missiles and Guidance, 2009, 29(4): 106-108.
|
[11] |
Rossi P, Van Mier J G M, Toutlemonde F, et al. Effect of loading rate on the strength of concrete subjected to uniaxial tension[J]. Materials and Structures, 1994, 27(5): 260-264. doi: 10.1007/BF02473042
|
[12] |
Rossi P. Strain rate effects in concrete structures: The LCPC experience[J]. Materials and Structures, 1997(3): 54-62. doi: 10.1007/BF02539277
|
[13] |
Zheng D, Li Q. An explanation for rate effect of concrete strength based on fracture toughness including free water viscosity[J]. Engineering Fracture Mechanics, 2004, 71(16/17): 2319-2327.
|
[14] |
周志芳.裂隙介质水动力学原理[M].北京: 高等教育出版社, 2007.
|
[15] |
Yaman I O, Hearn N, et al. Active and non-active porosity in concrete part Ⅰ: Experimental evidence[J]. Materials and Structures, 2002, 35(2): 102-109. doi: 10.1007/BF02482109
|