Study on Shear Performance of Cold-formed Steel Composite Wall with New Type of stud

2017 International Symposium on Application of Materials Science and Energy Materials

材料科学;能源学

Wang, Chungang^1 ; Yue, Sizhe^1 ; Liu, Hong^1 ; Zhang, Zhuangnan^1

School of Civil Engineering, Shenyang Jianzhu University, China^1

关键词: Cold-formed steel;    Composite wall;    Compressive bearing capacities;    Gypsum board;    Oriented Strandboard;    Shear performance;    Shear resistances;    Test specimens;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/322/4/042013/pdf
DOI  :  10.1088/1757-899X/322/4/042013

学科分类：材料科学（综合）

来源: IOP

【 摘 要 】

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.