|
|
|
| IMPLICIT ALGORITHM OF MULTI-YIELD-SURFACE MODEL BASED ON GENERALIZED PLASTICITY AND ITS REDEVELOPMENT IN ABAQUS |
| FENG Song1,2,ZHENG Yingren2,KONG Liang3,FENG Xiating1 |
| (1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;3. School of Science,Qingdao Technological University,Qingdao,Shandong 266033,China) |
|
|
|
|
Abstract An implicit integration algorithm of constitutive equations for multi-yield-surface model with non- associative flow rule is presented firstly. The yield criterions of multi-yield-surface model are gotten by fitting the experimental data through conventional triaxial tests and true triaxial tests based on generalized plasticity. The UMAT subroutine of this model is developed in ABAQUS with the FORTRAN language through the implicit algorithm. It is easy to verify the feasibility and accuracy of the model and the program by comparing the results of numerical simulation with that given by triaxial tests.
|
|
Received: 18 May 2011
|
|
|
|
| [1] 郑颖人,孔 亮. 岩土塑性力学[M]. 北京:中国建筑工业出版社,2010:205–208.(ZHENG Yingren,KONG Liang. Geotechnical plasticity mechanics[M]. Beijing:China Architecture and Building Press,2010:205–208.(in Chinese))
[2] 郑颖人,孔 亮. 广义塑性力学及其应用[J]. 中国工程科学,2005,7(11):21–36.(ZHENG Yingren,KONG Liang. Generalized plastic mechanics and its application[J]. Engineering Science,2005,7(11):21–36.(in Chinese))
[3] 郑颖人,段建立. 广义塑性力学中屈服面与应力应变关系[J]. 岩土力学,2000,21(3):305–309.(ZHENG Yingren,DUAN Jianli. Yield surface and stress-strain relation in generalized plastic mechanics[J]. Rock and Soil Mechanics,2000,21(3):305–309.(in Chinese))
[4] 陈瑜瑶. 土体屈服条件的理论与试验研究[博士学位论文][D]. 重庆:后勤工程学院,2001.(CHENG Yuyao. Theory and test study on the yield condition of soil[Ph. D. Thesis][D]. Chongqing:Logistical Engineering University of PLA,2001.(in Chinese))
[5] BELYTSCHKO T. 连续体和结构的非线性有限元[M]. 庄 茁译. 北京:清华大学出版社,2002:241–251.(BELYTSCHKO T. Nonlinear finite elements for continua and structures[M]. Translated by ZHUANG Zhuo. Beijing:Tsinghua University Press,2002:241–251.(in Chinese))
[6] SIMO J C,TAYLOR R L. Consistent tangent operators for rate- independent elastoplasticity[J]. Computer Methods in Applied Mechanics and Engineering,1985,48(1):101–118.
[7] SIMO J C,HUGHES T J R. Computational inelasticity[M]. [S.l.]:Springer Science Business Media,Ltd.,1998:198–218.
[8] CRISFIELD M A. Non-linear finite element analysis of solids and structures[M]. New York:John Wiley and Sons,2000:99–121.
[9] Hibbit,Karlson and Sorrenson. ABAQUS user?s manual[R]. [S.1.]:[s.n.],2000.
[10] 贾善坡,陈卫忠. 基于修正Mohr-Coulomb准则的弹塑性本构模型及其数值实施[J]. 岩土力学,2010,31(7):2 051–2 058.(JIA Shanpo,CHEN Weizhong. An elastoplastic constitutive model based on modified Mohr-Coulomb criterion and its numerical implementation[J]. Rock and Soil Mechanics,2010,31(7):2 051– 2 058.(in Chinese))
[11] 黄 雨,周子舟. 下负荷面剑桥模型在ABAQUS中的开发实现[J]. 岩土工程学报,2010,32(1):115–119.(HUANG Yu,ZHOU Zizhou. Numerical implementation for subloading Cam-clay model in ABAQUS[J]. Chinese Journal of Geotechnical Engineering,2010,32(1):115–119.(in Chinese))
[12] 杨曼娟. ABAQUS 用户材料子程序开发及应用[硕士学位论文][D]. 武汉:华中科技大学,2005.(YANG Manjuan. Development and application of user-defined material subroutine in ABAQUS software[M. S. Thesis][D]. Wuhan:Huazhong University of Science and Technology,2005.(in Chinese))
[13] 费 康,张建伟. ABAQUS在岩土工程中的应用[M]. 北京:中国水利水电出版社,2010:146–167.(FEI Kang,ZHANG Jianwei. Application of ABAQUS to geotechnogical engineering[M]. Beijing:China Water Power Press,2010:146–167.(in Chinese))
[14] 王金昌,陈页开. ABAQUS在土木工程中的应用[M]. 杭州:浙江大学出版社,2006:60–67.(WANG Jinchang,CHEN Yekai. Application of ABAQUS to civil engineering[M]. Hangzhou:Zhejiang University Press,2006:60–67.(in Chinese))
[15] 范庆来,栾茂田,杨 庆. 修正剑桥模型的隐式积分算法在ABAQUS中的数值实施[J]. 岩土力学,2008,29(1):269–274. (FANG Qinglai,LUAN Maotian,YANG Qing. Numerical implementation of implicit integration algorithm for modified Cam-clay model in ABAQUS[J]. Rock and Soil Mechanics,2008,29(1):269–274.(in Chinese)) |
|
|
|