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Research on shear resistance of cold-formed steel stud composite walls
Shi, Yanli1,2; Jin, Yao1,2; Zhang, Pengpeng1,2; Wang, Wenda1,2
2011
会议日期June 18, 2011 - June 20, 2011
会议地点Haikou, China
关键词Building materials Civil engineering Computer simulation Construction equipment Finite element method Gypsum Screws Studs (fasteners) Studs (structural members) Composite wall Finite element model (FEM) Light weight Shear resistances Thin-walled
卷号243-249
DOI10.4028/www.scientific.net/AMR.243-249.636
页码636-640
英文摘要It is important to determine the shear resistance of the cold-formed steel stud composite wall which is a main component of the light-weight steel housing. A finite element model (FEM) was introduced in this paper to simulate the shear resistance of this type of composite walls. The material and geometric nonlinear were considered, and the single side gypsum walls and columns are simulated by shell elements, respectively while the screws and frame are modeled by coupling method. The results obtained from FEM were verified against the others' experimental results. Parametric study is carried out with materials of wall panel, strength of steel members, stud spacing, wall height, and screw spacing to analyze the shear-carrying capacity of the walls. A simplified formula for shear resistance of the composite wall was proposed based on parametric analysis. © (2011) Trans Tech Publications.
会议录Advanced Materials Research
会议录出版者Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany
语种英语
ISSN号10226680
内容类型会议论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/115871]  
专题土木工程学院
作者单位1.College of Civil Engineering, Lanzhou University of Technology, No.287, Lan Gong Ping Road, Lanzhou, 730050, China
2.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China;
推荐引用方式
GB/T 7714
Shi, Yanli,Jin, Yao,Zhang, Pengpeng,et al. Research on shear resistance of cold-formed steel stud composite walls[C]. 见:. Haikou, China. June 18, 2011 - June 20, 2011.
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