山东建筑大学学报Issue(2)：123-128,153,7.
钢筋桁架楼板承载力有限元分析
Finite element analysis of steel bar truss slab load-carrying capacity
赵建忠 1孙磊 1王干1
作者信息
- 1. 苏州工业园区设计研究院股份有限公司，江苏 苏州215021
- 折叠
摘要
Abstract
In order to make a deep research on the structural behavior of steel bar truss slab,the FEM ANSYS was used to simulate monotonic static loading process of the slab. Through the analysis of different value of parameters of shear-span ratio,steel sheeting,diagonal web member,the same conclusion with the influence pattern of rigidity was achieved as well as the test. According to the results of the test,the formula of load-carrying capacity is advanced for future reference. Also,the shear-span ratio and diagonal web member will impact the capacity. Due to the beneficial effects of steel slabs were not considered,the suggestion was put forward to improve the correlation formulasto ease the weight of the structure and reduce the construction cost.关键词
钢筋桁架楼板/压型钢板/承载力/有限元分析Key words
steel bar truss slab/steel slabs/load-carrying capacity/finite element analysis分类
建筑与水利引用本文复制引用
赵建忠,孙磊,王干..钢筋桁架楼板承载力有限元分析[J].山东建筑大学学报,2015,(2):123-128,153,7.
