The Finite Element Analysis of Effect Factor about the Shear Behavior of Cold-Formed Steel Composite Wall

Abstract:

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This paper adopts the finite element method to study the shear resistance of the first floor cold-formed steel composite walls in six stories residential structures, plastic shell element is used, materials nonlinearity and geometric large deformation are considered. The screws connecting sheathing and frame are modeled through coupling methods. Analyzing the influence of factors such as stud spacing,Brace and rigid bracing's establishment,component wall thickness to the shear behavior of cold-formed steel composite wall, these dates can provide certain theory for the actual project.

Info:

Periodical:

Advanced Materials Research (Volumes 295-297)

Edited by:

Pengcheng Wang, Liqun Ai, Yungang Li, Xiaoming Sang and Jinglong Bu

Pages:

415-418

DOI:

10.4028/www.scientific.net/AMR.295-297.415

Citation:

C. Xu et al., "The Finite Element Analysis of Effect Factor about the Shear Behavior of Cold-Formed Steel Composite Wall", Advanced Materials Research, Vols. 295-297, pp. 415-418, 2011

Online since:

July 2011

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Price:

$35.00

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