Paik, JK;
(2019)
Computational models for structural crashworthiness analysis in explosions.
In:
Advanced Structural Safety Studies.
(pp. 385-416).
Springer: Singapore.
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Text
Chapter-09-Explosion load analysis-Final1.pdf - Accepted Version Access restricted to UCL open access staff Download (3MB) |
Abstract
In structures and infrastructures, blast pressure loads arising from explosions can cause failure involving highly nonlinear aspects associated with multiple physical phases, multiple scales, and multiple criteria. Structural failures in explosions may include crushing and fracture as well as buckling and plastic collapse. Such failure constitutes structural crashworthiness behavior. In reality, blast pressure loads are distributed non-uniformly over individual structural members (as described in Chap. 9). Therefore, it is very important to use the actual load distributions to obtain accurate results from structural response analyses. This chapter describes computational modeling techniques for simulating nonlinear structural responses under blast pressure loads using nonlinear finite element method modeling.
Type: | Book chapter |
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Title: | Computational models for structural crashworthiness analysis in explosions |
ISBN-13: | 978-981-13-8244-4 |
DOI: | 10.1007/978-981-13-8245-1_13 |
Publisher version: | https://doi.org/10.1007/978-981-13-8245-1_13 |
Language: | English |
Additional information: | This version is the author accepted manuscript. For information on re-use, please refer to the publisher's terms and conditions. |
UCL classification: | UCL UCL > Provost and Vice Provost Offices > UCL BEAMS UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Mechanical Engineering |
URI: | https://discovery-pp.ucl.ac.uk/id/eprint/10101986 |
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