Please use this identifier to cite or link to this item: https://doi.org/10.1680/stbu.157.5.319.46669
Title: Response of profiled barriers subject to hydrocarbon explosions
Authors: Louca, L.A.
Boh, J.W.
Choo, Y.S. 
Keywords: Failures
Steel structures
Strength and testing of materials
Issue Date: Oct-2004
Source: Louca, L.A.,Boh, J.W.,Choo, Y.S. (2004-10). Response of profiled barriers subject to hydrocarbon explosions. Proceedings of the Institution of Civil Engineers: Structures and Buildings 157 (5) : 319-331. ScholarBank@NUS Repository. https://doi.org/10.1680/stbu.157.5.319.46669
Abstract: This paper presents a numerical methodology to investigate the response of stainless steel profiled barriers when subjected to blast loading generated from a hydrocarbon explosion. Results from three large-scale explosion tests are used to validate the Abaqus/Explicit finite-element code adopted in the analyses. A simple failure algorithm based on equivalent plastic strain has been implemented in the numerical code to model the ductile weld tearing behaviour. The effects of strain rates, sensitivity of mesh densities and load idealisation will be discussed. A brief review of deep trough corrugated blastwalls that exhibit very different response behaviour will also be presented. The paper concludes with some parametric studies on load characteristics to determine the capacity of the deep trough corrugated blastwall.
Source Title: Proceedings of the Institution of Civil Engineers: Structures and Buildings
URI: http://scholarbank.nus.edu.sg/handle/10635/66097
ISSN: 09650911
DOI: 10.1680/stbu.157.5.319.46669
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