Rigid Joints Transferring Forces outside Box Columns with Deviation of Column's Location Axis-Finite Element Method Simulation

Zhong Gen Xu; Guang Xian Liang; Wei Ming Chen; Chang Gen Deng

doi:10.4028/www.scientific.net/AMR.1065-1069.1101

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Rigid Joints Transferring Forces outside Box...

Rigid Joints Transferring Forces outside Box Columns with Deviation of Column's Location Axis-Finite Element Method Simulation

Abstract:

location axis, joints, force-transforming plates, carrying capacityAbstract: Steel structure has been widely used all over the world. In actual construction process, steel structure inevitably has initial defects, which may have bad influences on its performance. Three groups of specimens were designed in this paper to compare the performance of rigid joints transferring forces outside box columns to that of perfect traditional joints and that of traditional joints with uniaxial and biaxial deviation of column's location axis by finite element method program ANSYS. From the analysis of stiffness, yielding capacity, and ultimate carrying capacity, the impact of force-transforming plates can be evaluated. The adding force-transforming plates were helpful to reduce the influence from column imperfect.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1101-1105

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1101

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Online since:

December 2014

Authors:

Zhong Gen Xu, Guang Xian Liang*, Wei Ming Chen, Chang Gen Deng

Keywords:

Carrying Capacity, Force-Transforming Plates, Joint, Location Axis

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* - Corresponding Author

References

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