Finite Element Analysis for Unstiffened Overlapped CHS K-Joints Welded in Different Ways

Xiu Li Wang; Peng Chen; Wen Wei Yang

doi:10.4028/www.scientific.net/AMR.446-449.533

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Finite Element Analysis for Unstiffened Overlapped...

Finite Element Analysis for Unstiffened Overlapped CHS K-Joints Welded in Different Ways

Abstract:

In this paper，the ultimate bearing capacity of unstifened overlapped CHS K-joints is investigated by using the finite element method with influence of weld and non-weld on joint ultimate capacity under brace different bearing capacity. with angle of chord and brace is increasing ultimate capacity to lowed more and more small，which hidden weld is non-weld by one brace is pulled and other is pressured. ultimate capacity no influence to hidden welded and non-welded by both brace is pulled.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

533-536

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.533

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Online since:

January 2012

Authors:

Xiu Li Wang, Peng Chen, Wen Wei Yang

Keywords:

Finite Element Analysis (FEA), Hidden Weld, Overlapped CHS K-Joints, Ultimate Capacity

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References

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