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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Bibliographic Details
Main Authors: Del Linz, Paolo, Fung, Tat Ching, Lee, Chi King
Other Authors: Fung Tat Ching
Format: Research Report
Language:English
Published: Nanyang Technological University 2020
Subjects:
Online Access:https://hdl.handle.net/10356/143521
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author Del Linz, Paolo
Fung, Tat Ching
Lee, Chi King
author2 Fung Tat Ching
author_facet Fung Tat Ching
Del Linz, Paolo
Fung, Tat Ching
Lee, Chi King
author_sort Del Linz, Paolo
collection NTU
description 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.
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spelling ntu-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
spellingShingle 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
title 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_short Fixed supports and realistic blast studies
title_sort fixed supports and realistic blast studies
topic Engineering::Civil engineering::Structures and design
Engineering::Mechanical engineering::Mechanics and dynamics
url https://hdl.handle.net/10356/143521
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