This paper reports on the development of a general-purpose Eurocode-compliant component-based connection finite element for steel-to-steel joints in fire. The development begins by utilising the temperature-dependent connection component characteristics previously developed at the University of Sheffield to create a component-based connection finite element to model flush endplate connections. Subsequently the element was extended to a new connection type with high ductility, the reverse channel. The component models have been developed for the reverse channel under tension and compression. The element has been incorporated into the nonlinear global structural analysis program Vulcan, in which it has been used along with a static-dynamic formulation. The use of the element is illustrated by modelling a fire test at the University of Manchester in which reverse channel connections were used.
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1 December 2015
Research Article|
December 01 2015
Development of a General Component-Based Connection Element for Structural Fire Engineering Analysis Available to Purchase
Ian Burgess;
Ian Burgess
b
Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD
ian.burgess@sheffield.ac.uk, j.davison@shef.ac.uk
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Buick Davison;
Buick Davison
b
Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD
ian.burgess@sheffield.ac.uk, j.davison@shef.ac.uk
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Ruirui Sun
Ruirui Sun
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Publisher: Emerald Publishing
Online ISSN: 2040-2325
Print ISSN: 2040-2317
Journal of Structural Fire Engineering (2015) 6 (4): 247–254.
Citation
Dong G, Burgess I, Davison B, Sun R (2015), "Development of a General Component-Based Connection Element for Structural Fire Engineering Analysis". Journal of Structural Fire Engineering, Vol. 6 No. 4 pp. 247–254, doi: https://doi.org/10.1260/2040-2317.6.4.247
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