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2009 International Joint Conference on Computational Sciences and Optimization
Ultimate Strength and Parametric Analysis of T-/p- Joints in SHS Sections
Sanya, Hainan, China
April 24-April 26
ISBN: 978-0-7695-3605-7
| ASCII Text | x | ||
| Jianchun Xiao, Jinfang Liu, Hao Xu, Kejian Ma, "Ultimate Strength and Parametric Analysis of T-/p- Joints in SHS Sections," 2012 Fifth International Joint Conference on Computational Sciences and Optimization, vol. 1, pp. 242-244, 2009 International Joint Conference on Computational Sciences and Optimization, 2009. | |||
| BibTex | x | ||
| @article{ 10.1109/CSO.2009.143, author = {Jianchun Xiao and Jinfang Liu and Hao Xu and Kejian Ma}, title = {Ultimate Strength and Parametric Analysis of T-/p- Joints in SHS Sections}, journal ={2012 Fifth International Joint Conference on Computational Sciences and Optimization}, volume = {1}, year = {2009}, isbn = {978-0-7695-3605-7}, pages = {242-244}, doi = {http://doi.ieeecomputersociety.org/10.1109/CSO.2009.143}, publisher = {IEEE Computer Society}, address = {Los Alamitos, CA, USA}, } | |||
| RefWorks Procite/RefMan/Endnote | x | ||
| TY - CONF JO - 2012 Fifth International Joint Conference on Computational Sciences and Optimization TI - Ultimate Strength and Parametric Analysis of T-/p- Joints in SHS Sections SN - 978-0-7695-3605-7 SP242 EP244 A1 - Jianchun Xiao, A1 - Jinfang Liu, A1 - Hao Xu, A1 - Kejian Ma, PY - 2009 KW - Vierendeel truss KW - connections KW - ultimate strength KW - parametric analysis KW - hollow steel section VL - 1 JA - 2012 Fifth International Joint Conference on Computational Sciences and Optimization ER - | |||
DOI Bookmark: http://doi.ieeecomputersociety.org/10.1109/CSO.2009.143
T-/π- unstiffened Vierendeel connections in SHS sections loaded by axial and shear forces have been studied by nonlinear finite element method and uniform design approach. The influence of cross-sectional dimensions of members, the segmental length and the height of a Vierendeel truss were considered. Analysis shows that the cross-sectional dimensions of members exert a significant influence on the ultimate strength. However, the effect of segmental length and the height on T-/π- joint of a Vierendeel truss in SHS sections may not be neglected absolutely when accurate ultimate load-carrying capacity is required.
Index Terms:
Vierendeel truss, connections, ultimate strength, parametric analysis, hollow steel section
Citation:
Jianchun Xiao, Jinfang Liu, Hao Xu, Kejian Ma, "Ultimate Strength and Parametric Analysis of T-/p- Joints in SHS Sections," cso, vol. 1, pp.242-244, 2009 International Joint Conference on Computational Sciences and Optimization, 2009
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