Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment
Pressure-impulse (P-I) diagrams, which relates damage with both impulse and pressure, are widely used in the design and damage assessment of structural elements under blast loading. Among many methods of deriving P-I diagrams, single degree of freedom (SDOF) models are widely used to develop P-I dia...
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iium-585242017-09-26T02:18:38Z http://irep.iium.edu.my/58524/ Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment Syed, Zubair Imam Liew, Mohdshahir Hasan, Muhammad Hasibul Venkatesan, Srikanth TN Mining engineering. Metallurgy TP Chemical technology Pressure-impulse (P-I) diagrams, which relates damage with both impulse and pressure, are widely used in the design and damage assessment of structural elements under blast loading. Among many methods of deriving P-I diagrams, single degree of freedom (SDOF) models are widely used to develop P-I diagrams for damage assessment of structural members exposed to blast loading. The popularity of the SDOF method in structural response calculation in its simplicity and cost-effective approach that requires limited input data and less computational effort. The SDOF model gives reasonably good results if the response mode shape is representative of the real behaviour. Pressure-impulse diagrams based on SDOF models are derived based on idealised structural resistance functions and the effect of few of the parameters related to structural response and blast loading are ignored. Effects of idealisation of resistance function, inclusion of damping and load rise time on P-I diagrams constructed from SDOF models have been investigated in this study. In idealisation of load, the negative phase of the blast pressure pulse is ignored in SDOF analysis. The effect of this simplification has also been explored. Matrix Laboratory (MATLAB) codes were developed for response calculation of the SDOF system and for repeated analyses of the SDOF models to construct the P-I diagrams. Resistance functions were found to have significant effect on the P-I diagrams were observed. Inclusion of negative phase was found to have notable impact of the shape of P-I diagrams in the dynamic zone. © (2014) Trans Tech Publications, Switzerland. Trans Tech Publications Ltd 2014 Article PeerReviewed application/pdf en http://irep.iium.edu.my/58524/1/58524_Single-degree-of-freedom_article.pdf application/pdf en http://irep.iium.edu.my/58524/2/58524_Single-degree-of-freedom_scopus.pdf Syed, Zubair Imam and Liew, Mohdshahir and Hasan, Muhammad Hasibul and Venkatesan, Srikanth (2014) Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment. Applied Mechanics and Materials, 567. pp. 499-504. ISSN 1660-9336 https://www.scientific.net/AMM.567.499 10.4028/www.scientific.net/AMM.567.499 |
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TN Mining engineering. Metallurgy TP Chemical technology Syed, Zubair Imam Liew, Mohdshahir Hasan, Muhammad Hasibul Venkatesan, Srikanth Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment |
description |
Pressure-impulse (P-I) diagrams, which relates damage with both impulse and pressure, are widely used in the design and damage assessment of structural elements under blast loading. Among many methods of deriving P-I diagrams, single degree of freedom (SDOF) models are widely used to develop P-I diagrams for damage assessment of structural members exposed to blast loading. The popularity of the SDOF method in structural response calculation in its simplicity and cost-effective approach that requires limited input data and less computational effort. The SDOF model gives reasonably good results if the response mode shape is representative of the real behaviour. Pressure-impulse diagrams based on SDOF models are derived based on idealised structural resistance functions and the effect of few of the parameters related to structural response and blast loading are ignored. Effects of idealisation of resistance function, inclusion of damping and load rise time on P-I diagrams constructed from SDOF models have been investigated in this study. In idealisation of load, the negative phase of the blast pressure pulse is ignored in SDOF analysis. The effect of this simplification has also been explored. Matrix Laboratory (MATLAB) codes were developed for response calculation of the SDOF system and for repeated analyses of the SDOF models to construct the P-I diagrams. Resistance functions were found to have significant effect on the P-I diagrams were observed. Inclusion of negative phase was found to have notable impact of the shape of P-I diagrams in the dynamic zone. © (2014) Trans Tech Publications, Switzerland. |
format |
Article |
author |
Syed, Zubair Imam Liew, Mohdshahir Hasan, Muhammad Hasibul Venkatesan, Srikanth |
author_facet |
Syed, Zubair Imam Liew, Mohdshahir Hasan, Muhammad Hasibul Venkatesan, Srikanth |
author_sort |
Syed, Zubair Imam |
title |
Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment |
title_short |
Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment |
title_full |
Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment |
title_fullStr |
Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment |
title_full_unstemmed |
Single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment |
title_sort |
single-degree-of-freedom based pressure-impulse diagrams for blast damage assessment |
publisher |
Trans Tech Publications Ltd |
publishDate |
2014 |
url |
http://irep.iium.edu.my/58524/ http://irep.iium.edu.my/58524/ http://irep.iium.edu.my/58524/ http://irep.iium.edu.my/58524/1/58524_Single-degree-of-freedom_article.pdf http://irep.iium.edu.my/58524/2/58524_Single-degree-of-freedom_scopus.pdf |
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2023-09-18T21:22:45Z |
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2023-09-18T21:22:45Z |
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