A coupled elasto-plastic-damage mechanical model for marble
A coupled elasto-plastic-damage mechanical model for marble作者机构:State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining & Technology
出 版 物:《Science China(Technological Sciences)》 (中国科学(技术科学英文版))
年 卷 期:2011年第54卷第S1期
页 面:228-234页
核心收录:
学科分类:0810[工学-信息与通信工程] 08[工学] 0815[工学-水利工程] 0805[工学-材料科学与工程(可授工学、理学学位)] 081503[工学-水工结构工程] 0702[理学-物理学] 0812[工学-计算机科学与技术(可授工学、理学学位)]
基 金:supported by the National Basic Research Program of China("973"Program)(Grant No.2010CB732006) the National Natural Science Foundation of China(Grant Nos.50579091 and 50979104) the Important Pilot Project(for youth talent)of Knowledge Innovation Project of CAS(Grant No.KZCX2-EW-QN115)
主 题:mechanical model damage elasto-plastic coupling marble
摘 要:A profound understanding of the mechanical behaviors of marble is very important for the design and construction of deep diversion tunnels in Jinping II hydropower *** this paper,a coupled elasto-plastic-damage mechanical model is presented for Jinping ***,the experimental investigations on Jinping marble are ***,based on the framework of continuum damage and plastic theories,a general mechanical model is proposed to predict the mechanical responses of Jinping *** proposed model is used to simulate the triaxial compressive tests,and there is a general good agreement between experimental data and numerical predictions in a qualitative *** proposed model is able to capture the main features of Jinping marble observed in experiments,such as progressive yielding process,damage induced by plastic distortion,dilation,elastic degradation and stress sensitivity.