Paper Infomation
Numerical Simulation of Connection Joints of Fabricated Light Steel Light Concrete Structure System
Full Text(PDF, 3108KB)
Author: Yan Wu, Yaguang Yan
Abstract: In this paper, the static behavior of the connection joints of the fabricated light steel light concrete structure system is mainly studied by the finite element software ABAQUS. The simulation results show that the L-shaped joint, the L-shaped joint and the T-shaped joint can maintain a good connection state under the limited interlayer displacement angle.
Keywords: Light Steel Keel, Lightweight Concrete, Finite Element Simulation, Connector
References:
[1] 高晗. 装配式冷成型钢框架梁柱节点力学性能及试验研究[D].东南大学,2020.
[2] 韩弘烨. 低多层模块化钢结构全螺栓连接节点力学性能研究[D].天津大学,2020.
[3] 李荣. 装配式混凝土梁柱半刚性节点抗震性能研究[D].重庆大学,2020.
[4] 刘朋. 干法连接多层墙板结构性能有限元分析[D].中南林业科技大学,2020.
[5] 中华人民共和国国家标准《混凝土结构设计规范》 Code for design of concrete structures GB 50010-2010(2015年版)
[6] 孙兴鹤,谢伟.混凝土本构关系研究与发展趋势[J].江西建材,2022(07):11-12+10.
[7] 中华人民共和国国家标准《建筑抗震设计规范》Code for seismic design of buildings GB 50011-2010(2016年版)