摘要
对混凝土非线性分析中本构关系的研究现状作了介绍与评述,并对线弹性类、非线弹性类及基于弹塑性理论的混凝土模型进行了分析,最后对其今后的发展趋势进行了展望,为其进一步的研究分析奠定了基础。
Research situations of eonstitutive relation in nonlinear analysis of eoncrete are introduced. Models of eoncrete based upon linear elastic, nonlinear elastic and elastic-plastic theories are analyzed. Development trend of those models in the furore is forecasted, which provide ref- erences for further research in the future.
出处
《山西建筑》
2007年第10期114-115,共2页
Shanxi Architecture
关键词
混凝土
本构关系
本构模型
非线性分析
concrete, eonstitutive relation, eonstitutive model, nonlinear analysis
