Numerical Modeling and Parametric Analysis of Multiplanar CHS KT-Joints with K-Plane Overlap and Out-of-Plane Gap

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Abstract:

A finite element model simulating the experiment on multiplanar unstiffened CHS KT joints with K-plane overlapped and out-of-plane not (KT-IPOv joints), with the background of Suzhou International Convention & Exhibition Center, was advanced and validated by comparing failure mode and the ultimate capacity with experimental results, which is shown to be in good agreement with the test result. Using this model, the effect of non-dimensional parameters on ultimate capacity of KT-IPOv joints were studied, and resistance comparison between multiplanar KT-IPOv joints and uniplanar overlapped K-joints was carried out. The results of FE parametric Analysis conclude that multiplanar parameter ζ t, τT and βT have not significant influence on the ultimate strength; the effect of non-dimensional parameter βK, τK, γ, Ov on the resistance of multiplanar KT-IPOv joints has the same as that of uniplanar overlapped K-joints; the strength of multiplanar KT-IPOv joints have been not significantly influenced by the configuration with the brace inside T-plane which it is not subjected to force; it is suitable and feasiable that ultimate capacities of KT-IPOv joints predicted by formula of uniplanar K-joints.

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575-582

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Hongkang Zhao, Xilin Lv. Test report of unstiffened CHS bearing capacity of Suzhou Expo Center[R],in Chinese. Shanghai: Research Institute of Structure Engineering and Disaster Reduction, Civil Engineering College, Tongji University, China, 2004.

DOI: 10.18057/ijasc.2010.6.1.4

Google Scholar

[2] Hongkang Zhao, Yaping Dai, Xilin Lv. Journal of Building Structures, 2006, 27(4): 51-60.

Google Scholar

[3] Jianfeng Jiang, Jie Wu, Jian Feng. Industrial Construction, 2006, 36(8): 64-67.

Google Scholar

[4] National standard of the People's Republic of China. Code for design of steel structures: GB50017-2003 [S]. Beijing: China Planning Press, 2003.

Google Scholar

[5] Eerocode3: Design of Steel Structures, Part 1-8: Design of Joints [S]. BS EN 1993-1- 8, 2005.

Google Scholar

[6] Architecture Iistitute of Japan.: Recommendations for the design and fabrication of tubular truss structures in steel [S], Architectural Institute of Japan, 2002. (in Japanese)

Google Scholar

[7] Structural Welding Code-Steel. ANSI/AWS D1.1- 2000, 17th Edition [S]. American Welding Society, 2000.

Google Scholar

[8] Wardenier J., Zhang Qinlin, Liu Dakang. Hollow sections in structural applications[M]. Shanghai: Tongji University Press, 2004.

Google Scholar

[9] E. M. Dexter, M. M. K. Lee. ASCE, 1999, 125 (2): 194-201.

Google Scholar

[10] Jiandong Sun. Research on static behaviour and design method of unstiffened CHS K-joint series [D], in Chinese. Shanghai: Tongji University, College of Civil Engineering, 2009.

Google Scholar