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结构工程施工分析的材料时变效应
引用本文:李瑞礼,曹志远.结构工程施工分析的材料时变效应[J].同济大学学报(自然科学版),2003,31(8):926-930.
作者姓名:李瑞礼  曹志远
作者单位:同济大学,工程力学与技术系,上海,200092
摘    要:目前的钢筋混凝土建筑结构分析主要是针对已建造好的完整结构在使用荷载作用下的计算模型为依据 ,通常不考虑结构本身或材料刚度随时间改变对整个结构的影响 .然而这是同结构的实际变位和应力状态有差异的 ,也不符合实际施工过程中产生的力学状态 .为此采用超级有限元 -有限元结合法 ,对其进行结构与材料时变的施工模拟分析 ,为结构的合理设计 ,保证建造全过程的安全性和可靠性 ,具有一定的理论意义和现实意义

关 键 词:钢筋混凝土结构  时变结构  超级有限元-有限元耦合法
文章编号:0253-374X(2003)08-0926-05
修稿时间:2002年3月20日

Structural Analysis Considering Material Time-varying in Construction
LI Rui-li,CAO Zhi-yuan.Structural Analysis Considering Material Time-varying in Construction[J].Journal of Tongji University(Natural Science),2003,31(8):926-930.
Authors:LI Rui-li  CAO Zhi-yuan
Abstract:Usually,the structural analysis of reinforced concrete buildings is carried on the basis of the whole structural compute models under using loads and it is not considered that the time-varying stiffness of the structure itself or the usage materials affect the whole structure.However there are some obvious differences in real deformation and stress in the structure as well as the mechanics state in the construction process.In this paper,the combinative method of supper finite element method (SFEM)-finite element method (FEM) is applied to analyze the reinforced concrete buildings taking account of the time-varying of the structure and materials in construction-modeling,guaranteeing the safety and credibility of the whole construction.The intention is to design with reason and there are some theoretical and realistic meanings.
Keywords:reinforced concrete structure  time-varying structure  the combinative method of supper-finite element-finite element
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