Influence of Semi-Rigid Joints on Bearing Capacity of Hold-Welding Beams

Gan Tang; Yan Qi Zhao; Ling Feng Yin; Chao Hui Pan

doi:10.4028/www.scientific.net/AMR.1065-1069.1195

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Influence of Semi-Rigid Joints on Bearing Capacity...

Influence of Semi-Rigid Joints on Bearing Capacity of Hold-Welding Beams

Abstract:

In the field of modern logistics, assembled steel racks are one of the most widely used structure forms. Hold-welding beams, as the main load-bearing component, were researched in this paper. Firstly, mathematical relationship between semi-rigid joint stiffness K and bearing capacity of hold-welding beams P were derived. Then, hold-welding beams which span were 2300mm, 3000mm, 3300mm and 3600mm were analyzed. When K varies from 0 to 30EI/L, the bearing capacity P was concluded. Finally, the most suitable joint stiffness was concluded respectively in four types of span.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1195-1198

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1195

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Online since:

December 2014

Authors:

Gan Tang*, Yan Qi Zhao, Ling Feng Yin, Chao Hui Pan

Keywords:

Bearing Capacity, Hold-Welding Beams, Joint Stiffness, Semi-Rigid Joints

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References

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