Please use this identifier to cite or link to this item: https://doi.org/10.1680/stbu.2010.163.6.427
Title: Fe analysis for welded hollow-section joints and bolted joints
Authors: Van der Vegte, G.J.
Wardenier, J. 
Puthli, R.S.
Keywords: Design methods & aids
Steel structures
Stress analysis
Issue Date: Dec-2010
Citation: Van der Vegte, G.J., Wardenier, J., Puthli, R.S. (2010-12). Fe analysis for welded hollow-section joints and bolted joints. Proceedings of the Institution of Civil Engineers: Structures and Buildings 163 (6) : 427-437. ScholarBank@NUS Repository. https://doi.org/10.1680/stbu.2010.163.6.427
Abstract: Major advances in both hardware and software during the last two decades have led to a rapid increase in the use of non-linear finite-element analyses in the field of tubular structures. This study gives an overview of the main aspects of finite-element analyses relevant to welded hollow-section joints and bolted joints, such as the solution technique (i.e. implicit versus explicit methods), choice of element type, material non-linearity, modelling of the welds and limitations in predicting certain failure modes. A comparison of use and the results of implicit and explicit solvers are illustrated in an example on buckling of an L-shaped rectangular hollowsection column under cyclic loading. In a further example, relevant details are given of explicit finiteelement analyses on large-scale bolted beam-to-column connections.
Source Title: Proceedings of the Institution of Civil Engineers: Structures and Buildings
URI: http://scholarbank.nus.edu.sg/handle/10635/125085
ISSN: 09650911
DOI: 10.1680/stbu.2010.163.6.427
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