2013
DOI: 10.2478/bpasts-2013-0044
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Load carrying capacity numerical study of I-beam pillar structure with blast protective panel

Abstract: The paper presents numerical analyses aimed at preliminary assessment of the protective panel effectiveness, which task is to protect the elements of building structures against explosion. For the criterion of assessing the effectiveness of the panel the load capacity of the column made of steel I-beam was chosen. Ultimate force was determined by using advanced computational procedure, which consisted of four stages: preload, blast simulation, dynamic response and static analysis of deformed structure. Blast l… Show more

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Cited by 3 publications
(1 citation statement)
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“…In addition, SPH particles were used to describe the HE and stemming. During parallel studies, this FEM-SPH coupled model proved to be sufficiently effective and gave identical results for the test case compared with ALE modelling, which has been widely implemented for analyzing blast wave interactions with different types of structures [27,56,57]. The main advantage of the meshless approach is the significantly shorter computational time.…”
Section: Model Definitionmentioning
confidence: 93%
“…In addition, SPH particles were used to describe the HE and stemming. During parallel studies, this FEM-SPH coupled model proved to be sufficiently effective and gave identical results for the test case compared with ALE modelling, which has been widely implemented for analyzing blast wave interactions with different types of structures [27,56,57]. The main advantage of the meshless approach is the significantly shorter computational time.…”
Section: Model Definitionmentioning
confidence: 93%