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基于刚体-弹簧元法的全级配混凝土本构特性模拟
引用本文:王宝庭,徐道远.基于刚体-弹簧元法的全级配混凝土本构特性模拟[J].河海大学学报(自然科学版),2000,28(1):22-25.
作者姓名:王宝庭  徐道远
作者单位:河海大学土木工程学院,江苏,南京,210098
基金项目:国家自然科学基金,59739180,
摘    要:在细观层次上把混凝土看作是由粗骨料、硬化水泥砂浆基体组成的两相非均质复合材料,采用适宜极限分析及处理微裂纹行为的刚体-弹簧元法,研究了不同的组成成分对材料的影响,建立起混凝土的细观结构以观性能之间的关系。

关 键 词:刚体-弹簧元法  全级配  混凝土  弹性模量  泊松比
文章编号:1000-1980(2000)01-0022-04
修稿时间:1998-07-07

Simulation of Fully-graded Aggregate Concrete Constitutive Behavior Based on Rigid Body Spring Model
WANG Bao ting,XU Dao yuan.Simulation of Fully-graded Aggregate Concrete Constitutive Behavior Based on Rigid Body Spring Model[J].Journal of Hohai University (Natural Sciences ),2000,28(1):22-25.
Authors:WANG Bao ting  XU Dao yuan
Abstract:From micro level,concrete is regarded as a two-phase heterogeneous composite consisting of coarse aggregate and hardening cement mortar matrix.The Rigid Body Spring Model (RBSM) that is fit to solve limit load and deal with microcracks is adopted.The effects of different components on the material parameters are studied.The relationship between micro structure and macro behavior is studied.
Keywords:
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