摘要
从建立钢筋混凝土板的计算模型开始,讨论了钢筋与混凝土的离散,混凝土的本构方程、破坏准则等内容,并用所讨论的模型和破坏准则,对一钢筋混凝土板进行了计算分析。最后与试验结果作了比较,验证了钢筋混凝土板有限元分析的计算方法和可行性。
Beginning with building reinforced concrete slab modeling, the discretization of steel and concrete, constitutive equations and failure criterion etc. are discussed, then the analysis of a reinforced concrete slab using above models and failure criterion is made. At last, the numerical modeling is compared with experimental load - deflection responses in order to confirm the feasibility of discrete model.
出处
《昆明理工大学学报（理工版）》
2003年第2期95-98,118,共5页
Journal of Kunming University of Science and Technology(Natural Science Edition)
基金
云南省应用研究基金(项目编号:2000E0035M)
