摘要
为研究相邻两侧增大截面法对钢筋混凝土柱的加固效果,通过ABAQUS有限元软件,建立了数值分析模型,对比了不同加固截面、初始轴压比、侧向力加载方向及卸载条件下加固柱的受力性能,得出了一些有价值的结论。
In order to study the steel reinforced concrete column reinforcing effect on adjacent sides with section enlarging method,through ABAQUS finite element software,the paper establishes numerical analysis model,compares the reinforced column stress performance under conditions of different reinforced sections,preliminary axial pressure ration,lateral force loading direction and unloading,and finally draws some valuable conclusions.
出处
《山西建筑》
2016年第36期34-36,共3页
Shanxi Architecture
关键词
ABAQUS
钢筋混凝土柱
增大截面法
承载力
ABAQUS
steel reinforced concrete column
section enlarging method
bearing capacity
