Finite Element Study on Seismic Performance of Inclined Joint of Cold- Formed Steel with Plate

Ming Chen; Yang Sun

doi:10.4028/www.scientific.net/AMR.163-167.615

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Finite Element Study on Seismic Performance of...

Finite Element Study on Seismic Performance of Inclined Joint of Cold- Formed Steel with Plate

Abstract:

To understand the seismic performance of inclined joints with gusset plate between double C steel beam-column, in this paper, I used finite element method ABAQUS, and did a good performance in simulating seismic performance of inclined joints between double C steel beam-column. It executed six models by changing gusset-plate’s thickness and bolt space in this simulation. Elements of S4R can give a good description of cold-formed steel’s bearing-capacity, and coupling restriction simulated bolted connections well. This modeling method is facilitating, and the operation time of simulation is not long-playing, and calculation results are accurate. The results of this paper can give a reference to the engineering application of cold-formed thin-walled steel structure.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

615-619

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.615

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Online since:

December 2010

Authors:

Ming Chen, Yang Sun

Keywords:

Cold-Formed Steel C Section, Finite Element Study, Inclined Joint, Seismic Performance

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