Numerical Simulation Analysis on Shear Bearing Capacity Experiments of Cold-Formed Steel Self-Drilling Screws Connection-Reference-Cited by-同舟云学术

Numerical Simulation Analysis on Shear Bearing Capacity Experiments of Cold-Formed Steel Self-Drilling Screws Connection

Published:2012-05 Issue: Volume:166-169 Page:200-206
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Lu Lin Feng¹,Huang Guang Yin¹,Fang Wen Qi²,Yang Dong Hua³

Affiliation:

1. Chang`an University

2. New era(Xi’an) design engineering Co.,LTD

3. China West Airport Group,

Abstract

Cold-formed steel self-drilling screws connection are imitated to carry out numerical simulation analysis, in which geometric large deformation, materials nonlinear and contact problem are taken into account. From the comparison of computer analysis with experimental results, it comes out that the finite element numerical simulation method is accurate and feasible.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.166-169.200.pdf

Reference22 articles.

1. Yuan qi Li , Pan Si Yong. Research Progress on Self-Drilling Connection Capacity[J]. Structural Engineer, 2008, 24(6): 154-158.

2. American Iron and Steel Institute, AISI. North American Specification for the Design of Cold-formed Steel Structural Members[S]. Washington, DC: American Iron and Steel Institute, (2001).

3. Euro code 3, Design of Steel Structures[S]. Published under the authority of the Standards Committee and comes into effect, (2001).

4. Japan Iron and Steel Federation. Thin light steel structure design manual [M]. Japan: Technical Report Press, (2002).

5. AS/NZS, Cold-formed steel structures, Australian and New Zealand standards[S]. AS/NZS 4600: 1996, Sydney, (1996).

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