Fixed supports and realistic blast studies
Real design scenarios are likely to differ in several respects from the analysed situations. One of these is the boundary condition. In the cases considered previously, the slabs were always simulated as simply supported, since this was the condition generally used during the tests. In realistic str...
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sg-ntu-dr.10356-1435212020-10-12T00:29:15Z Fixed supports and realistic blast studies Del Linz, Paolo Fung, Tat Ching Lee, Chi King Fung Tat Ching School of Civil and Environmental Engineering DSTA Protective Technology Research Centre Lee, Chi King CTCFUNG@ntu.edu.sg Engineering::Civil engineering::Structures and design Engineering::Mechanical engineering::Mechanics and dynamics Real design scenarios are likely to differ in several respects from the analysed situations. One of these is the boundary condition. In the cases considered previously, the slabs were always simulated as simply supported, since this was the condition generally used during the tests. In realistic structures it is more likely that the concrete elements will have fixed boundary conditions, as these better represent the reinforcement ties generally included in design. Additionally, lower stand-offs and more concentrated fragment distributions are also likely to be required when design conditions are determined. Therefore, it was decided that the ability of modelling such different situations was an important parameter to assess the capability of the modelling method developed. 2020-09-07T06:51:19Z 2020-09-07T06:51:19Z 2017 Research Report https://hdl.handle.net/10356/143521 en Numerical studies to model combined blast and fragments loading on protective structures Numerical studies to model combined blast and fragments loading on protective structures/D4 application/pdf Nanyang Technological University |
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Engineering::Civil engineering::Structures and design Engineering::Mechanical engineering::Mechanics and dynamics Del Linz, Paolo Fung, Tat Ching Lee, Chi King Fixed supports and realistic blast studies |
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Real design scenarios are likely to differ in several respects from the analysed situations. One of these is the boundary condition. In the cases considered previously, the slabs were always simulated as simply supported, since this was the condition generally used during the tests. In realistic structures it is more likely that the concrete elements will have fixed boundary conditions, as these better represent the reinforcement ties generally included in design. Additionally, lower stand-offs and more concentrated fragment distributions are also likely to be required when design conditions are determined. Therefore, it was decided that the ability of modelling such different situations was an important parameter to assess the capability of the modelling method developed. |
author2 |
Fung Tat Ching |
author_facet |
Fung Tat Ching Del Linz, Paolo Fung, Tat Ching Lee, Chi King |
format |
Research Report |
author |
Del Linz, Paolo Fung, Tat Ching Lee, Chi King |
author_sort |
Del Linz, Paolo |
title |
Fixed supports and realistic blast studies |
title_short |
Fixed supports and realistic blast studies |
title_full |
Fixed supports and realistic blast studies |
title_fullStr |
Fixed supports and realistic blast studies |
title_full_unstemmed |
Fixed supports and realistic blast studies |
title_sort |
fixed supports and realistic blast studies |
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Nanyang Technological University |
publishDate |
2020 |
url |
https://hdl.handle.net/10356/143521 |
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1681058229499461632 |