Study on Shear Performance of Cold-formed Steel Composite Wall with New Type of stud
The shear resistance of single oriented-strand board wall and single gypsum board wall can be improved in different degrees by increasing strength of steel.The experimental data of literatures were used,and the test specimens had been simulated and validated by ABAQUS finite element analysis.According to the research,it showed that the compressive bearing capacity of the new stud composite wall was much better than the common stud composite wall,so the establishment and research of all models had been based on the new section stud.The analysis results show that when using new type of stud the shear resistance of the single oriented-strand board wall can be improved efficiently by increasing strength of steel,but the shear resistance of the single gypsum wall can be increased little.
Chungang Wang Sizhe Yue Hong Liu Zhuangnan Zhang
School of Civil Engineering,Shenyang Jianzhu University
国际会议
上海
英文
1-5
2017-12-28（万方平台首次上网日期，不代表论文的发表时间）