软岩及混凝土材料损伤型黏弹性动态本构模型研究

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Abstract According to the characters of stress-strain curves of soft rock and concrete under impact load，and combining the features of damage body and viscous body，a damage viscoelastic dynamic constitutive model was established. The damage viscoelastic dynamic constitutive model，which was based on the Zhu-Wang-Tang model，was developed by using damage body to be instead of elastic unit of Zhu-Wang-Tang model. In order to prove the rationality of damage viscoelastic dynamic constitutive model，constitutive functions are fitted out respectively on the basis of the experimental data in split Hopkinson pressure bar(SHPB) experimental system. There is a good consistence between the fitting stress-strain curves and the experimental stress-strain curves. Consequently，it can offer reference for further research on dynamic constitutive model of soft rock and concrete and engineering application in underground engineering.

Key words： rock mechanics Zhu-Wang-Tang model damage viscoelasticity dynamic constitutive model

Received: 16 October 2012

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http://www.rockmech.org/EN/Y2013/V32/I4/857

[2]	王礼立，余同希，李永池. 冲击动力学进展[M]. 合肥：中国科技大学出版社，1992：88-116.(WANG Lili，YU Tongxi，LI Yongchi. Impact dynamics progress[M]. Hefei：University of Science and Technology of China Press，1992：88-116.(in Chinese)) " target="_blank">
[4]	周风华. 有机玻璃在高应变率大变形下的非线性黏弹性及损伤破坏性能的研究[硕士学位论文][D]. 合肥：中国科学技术大学，1990. (ZHOU Fenghua. Study on nonlinear viscoelastic and damage performance of organic glass at high strain rate under large deformation[M. S. Thesis][D]. Hefei：University of Science and Technology of China，1981.(in Chinese)) " target="_blank">
[5]	姜锡全. 水泥砂浆静动态力学行为及短纤维增强性能研究[博士学位论文][D]. 合肥：中国科学技术大学，1996.(JIANG Xiquan. Study on the dynamic mechanical behavior of cement mortar under quasi- static dynamic loading and the reinforced effect of short fibers performance study[Ph. D. Thesis][D]. Hefei：University of Science and Technology of China，1996.(in Chinese)) " target="_blank">
[6]	陈江瑛. 水泥砂浆动态力学性能研究[硕士学位论文][D]. 杭州：浙江大学，1997.(CHEN Jiangying. Study on the dynamic mechanical properties of cement mortar[M. S. Thesis][D]. Hangzhou：Zhejiang University，1997.(in Chinese)) " target="_blank">
[10]	陶俊林，李奎. 水泥砂浆的一个热黏弹性率型损伤本构模型[J]. 爆炸与冲击，2011，31(3)：269-273.(TAO Junlin，LI Kui. A thermo- viscoelastic rate-dependent constitutive equation for cement mortar with damage[J]. Explosion and Shock Waves，2011，31(3)：269-273. (in Chinese)) " target="_blank">
[12]	唐春安. 岩石破裂过程中的灾变[M]. 北京：煤炭工业出版社，1991：10-28.(TANG Chun?an. Catastrophe in rock unstable failure[M]. Beijing：China Coal Industry Publishing House，1991：10-28.(in Chinese)) " target="_blank">
[13]	东兆星，单仁亮. 高应变率下岩石本构特性的研究[J]. 工程爆破，1999，5(2)：5-9.(DONG Zhaoxing，SHAN Renliang. Study on constitutive properties of rocks under high strain rates[J]. Engineering Blasting，1999，5(2)：5-9.(in Chinese)) " target="_blank">
[15]	蔡美峰，何满朝，刘东燕. 岩石力学与工程[M]. 北京：科学出版社，2002：203-217.(CAI Meifeng，HE Mangchao，LIU Dongyan. Rock mechanics and engineering[M]. Beijing：Science Press，2002：203-217.(in Chinese)) " target="_blank">
[16]	李通林，谭学术，刘传伟. 矿山岩石力学[M]. 重庆：重庆大学出版社，1991：31-40.(LI Tonglin，TAN Xueshu，LIU Chuanwei. Rock mass mechanics[M]. Chongqing：Chongqing University Press，1991：31-40.(in Chinese)) " target="_blank">
[20]	翟越，马国伟，赵均海，等. 花岗岩和混凝土在单轴冲击压缩荷载下的动态性能比较[J]. 岩石力学与工程学报，2007，26(4)：762-768.(HAI Yue，MA Guowei，ZHAO Junhai，et al. Comparison of dynamic capabilities of granite and concrete under uniaxial impact compressive loading[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(4)：762-768.(in Chinese))
[3]	唐志平. 高应变率下环氧树脂的动态力学性能[硕士学位论文][D]. 合肥：中国科学技术大学，1981.(TANG Zhiping. Dynamic mechanical properties of epoxy resin under high strain rate[M. S. Thesis][D]. Hefei：University of Science and Technology of China，1981.(in Chinese)) " target="_blank">
[17]	王礼立，施绍裘，陈江瑛，等. ZWT非线性热粘弹性本构关系的研究与应用[J]. 宁波大学学报：理工版，2000，13(增)：142-149. (Studies on ZWT non-linear thermo-viscoelastic constitutive relationship between research and its application[J]. Journal of Ningbo University：NSEE，2000，13(Supp.)：142-149.(in Chinese)) " target="_blank">
[18]	刘军忠，徐金余，吕晓聪，等. 围压下岩石的冲击力学行为及动态统计损伤本构模型的研究[J]. 工程力学，2012，29(1)：55-63.(LIU Junzhong，XU Jinyu，LU Xiaocong，et al. Study on dynamic behavior and damage constitutive model of rock under impact loading with confining pressure[J]. Engineering Mechanics，2012，29(1)：55-63. (in Chinese))
[1]	郑永来，夏颂佑. 岩石黏弹性连续损伤本构模型[J]. 岩石力学与工程学报，1996，15(增)：428-432.(ZHENG Yonglai，XIA Songyou. Viscoelastic damage constitutive model for rock[J]. Chinese Journal of Rock Mechanics and Engineering，1996，15(Supp.)：428-432.(in Chinese)) " target="_blank">
[7]	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.(HU Shisheng，WANG Daorong. Dynamic constitutive relation of concrete under impact[J]. Explosion and Shock Waves，2002，22(3)：242-246.(in Chinese)) " target="_blank">
[8]	王礼立，董新龙，孙紫建. 高应变率下计及损伤演化的材料动态本构行为[J]. 爆炸与冲击，2006，26(3)：194-198.(WANG Lili， DONG Xinlong，SUN Zijian. Dynamic constitutive behavior of materials at high strain rate taking account of damage evolution[J]. Explosion and Shock Waves，2006，26(3)：194-198.(in Chinese)) " target="_blank">
[9]	单仁亮，程瑞强，高文蛟. 云驾岭无烟煤的动态本构模型研究[J].岩石力学与工程学报，2006，25(11)：2 259-2 263.(SHAN Renliang，CHENG Ruiqiang，GAO Wenjiao. Study on dynamic constitutive model of anthracite of Yunjialing coal mine[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(11)：2 259-2 263.(in Chinese)) " target="_blank">
[11]	单仁亮，薛友松，张倩. 岩石动态破坏的时效损伤本构模型[J].岩石力学与工程学报，2003，22(11)：1 771-1 776.(SHAN Renliang，XUE Yousong，ZHANG Qian. Time-dependent damage model of rock under dynamic loading[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(11)：1 771-1 776.(in Chinese)) " target="_blank">
[14]	LEMAITRE J，SERMAGE J P，DESMORAT R. A two scale damage concept applied to fatigue[J]. International Journal of Fracture，1999，97(1/2/3/4)：67-81. " target="_blank">
[19]	吴立新. 遥感岩石力学及其新近进展与未来发展[J]. 岩石力学与工程学报，2001，20(2)：139-146.(WU Lixin. Remote sensing rock mechanics and its recent achievements and future development[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(2)：139-146.(in Chinese))