广义西原粘弹塑流变模型在ABAQUS中开发与应用  

Secondary development and application of generalized Nishihara viscoelastic-plastic rheological model in ABAQUS

作　　者：潘晓明[1] 杨钊[1] 雷春娟[2] 雷拓[3] 

机构地区：[1]同济大学岩土及地下工程教育部重点实验室 [2]九江学院土木工程与城建学院 [3]同济大学土木工程防灾国家重点实验室

出　　处：《建筑结构学报》2010年第S2期324-329,共6页Journal of Building Structures

基　　金：国家重点基础研究发展计划(973计划)项目(2007CB714202)

摘　　要：由于岩土介质的复杂多样性,通用分析软件所提供的岩土流变本构模型往往不能满足工程实际数值分析的需要。基于广义西原粘弹塑性流变模型有限元理论格式,根据ABAQUS的UMAT格式要求,编制相应的接口程序,将广义西原粘弹塑性流变模型引入ABAQUS中。通过单轴压缩蠕变数值试验验证了二次开发的广义西原粘弹塑性流变模型程序是正确的。最后对一过江盾构隧道进行粘弹塑蠕变计算,得到管片不同位置处位移随时间的变化规律。本文的二次开发的研究成果可以用来解决岩土工程数值计算问题,同时所提出研究思路具有普遍性,为采用ABAQUS平台进行其他本构模型的二次开发提供了借鉴和参考。Because of the complexity and variety of geotechnical material,the rock-soil rheology constitutive models in existing FEM software can′t usually satisfy the requirement of actual numerical analysis.Based on finite element theoretical scheme of generalized Nishihara viscoelastic-plastic rheological constitutive model,and according to the UMAT interface requirement of ABAQUS,the corresponding UMAT codes are programmed,which will be called by the main analytical module of ABAQUS.The creep case of unaxial test is used to verify the right and credibility of program compiled.Finially,through the viscoelastic-plastic creep calculation of circular shield tunnel cross the river,the variation with time of displacement at the different location of segment is obtained.The secondary development can be used to solve large-scale geotechnical engineering problems,at the same time,the provided basic procedures and programming essentials of the UMAT redefining in ABAQUS are universal and can offer a reference for other developers.

关 键 词：岩土工程 广义西原模型 粘弹塑 UMAT 

分 类 号：TU452[建筑科学—岩土工程]