期刊文献+

考虑损伤的混凝土用户材料子程序二次开发及验证 被引量:3

Secondary development and verification of user subroutines of concrete material considering damage
原文传递
导出
摘要 基于《混凝土结构设计规范》(GB 50010—2010)给出的考虑损伤的混凝土本构关系,利用ABAQUS软件提供的二次开发接口,分别开发了隐式混凝土用户材料子程序UMAT及显式混凝土用户材料子程序VUMAT。采用开发的用户材料子程序,首先计算了与给定应变历程对应的应力-应变滞回曲线,然后对不同荷载作用下的钢筋混凝土柱和平面框架进行了模拟,对其分别在材料、构件和结构层次上进行了验证。结果表明开发的混凝土用户材料子程序具有较高的计算精度和效率,能较好地模拟钢筋混凝土构件或结构的静力或动力性能。 According to the concrete constitutive relation considering damage specified in Code for design of concrete structures(GB 50010—2010),the UMAT and VUMAT concrete user material subroutines were developed respectively utilizing the secondary development interface provided in software ABAQUS.Using the above user material subroutines, the stress-strain hysteresis curve corresponding to specified strain history curve was calculated,and the simulations of RC(reinforced concrete) column and plane frame subjected to various loadings were performed respectively.The verifications conducted on material,member and structure level respectively shows that the user material subroutines developed in this paper have relatively high accuracy and efficiency,therefore can be well used to simulate the static or dynamic performance of RC member or structure.
出处 《建筑结构》 CSCD 北大核心 2013年第S2期555-558,共4页 Building Structure
关键词 损伤 混凝土本构关系 二次开发 用户材料子程序 damage concrete constitutive relation secondary development user material subroutine
  • 相关文献

参考文献5

二级参考文献25

  • 1秦从律,张爱晖.基于截面纤维模型的弹塑性时程分析方法[J].浙江大学学报(工学版),2005,39(7):1003-1008. 被引量:41
  • 2ABAQUS Analysis User' s Manual[ M]
  • 3TBSA6.0计算分析手册[M]
  • 4Mwafy A M, Elnashai A S. Static pushover versus dynamic collapse analysis of RC buildings[J]. Engineering Structures, 2001,23(5)
  • 5ABAQUS,Inc. ABAQUS Analysis User's Manual[M]. 2006.
  • 6SILVIA MAZZONI, FRANK MCKENNA, MICHAEL H,et al. Open system for earthquake engineering simulation user command-language manual[M]. Pacific Earthquake Engineering Research Center. University of California, Berkeley, 2006.
  • 7SCOTT B D,PARK R,PRIESTLEY M J N. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates [J]. ACI Journal Proceedings, 1982, 84(4) :13-27.
  • 8KAWASHIMA K, WATANABE G, HAYAKAWA R. Seismic performance of RC bridge columns subjected to bilateral exitation [ J ]. Technical Memorandum of Public Works Research Institute, 2003,39(6) :193-207.
  • 9US-Japan Cooperative Research Programs. Test of reinforced concrete structures [ C ]//Procs. 8^th WCEE, San Francisco, 1984 : 593-721.
  • 10GB50010-2002.混凝土结构设计规范[S].[S].,..

共引文献65

同被引文献21

引证文献3

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部