摘要
采用有限元方法结合动力有限元分析程序ANSYS/LS-DYNA建立了钢筋混凝土结构数值模型,以模拟框架建筑物爆破拆除的倒塌过程。将钢筋混凝土看作单质均匀材料并采用约束混凝土材料本构关系,以塑性应变控制材料失效,该方法可以计算建筑物爆破切口的形成及倒塌的全部过程。
In order to simulate the collapse of building in framed construction in progress of demolition by controlled blasting,RC structure numerical model was built with FEM combined with ANSYS/LS-DYNA code in this article. In the simulation, the reinforced concrete was treated as single homogeneous material, the constitutive relation of confined concrete was adopted and the plasticity strain was used to control material failure. And as a result,the formation of blasting cut and the whole collapsing course could be computed.
出处
《工程爆破》
2008年第1期12-15,共4页
Engineering Blasting
基金
安徽理工大学硕博士基金项目(11089)
关键词
框架结构
爆破拆除
数值模拟
约束混凝土
Frame structure
Blasting demolition
Numerical simulation
Confined concrete