Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP

There are only limited studies that directly correlate the increase in structural capacities in resisting the blast loads with the fiber reinforced polymer (FRP) strengthenin.. In this paper, numerical analyses of dynamic response and damage of reinforced concrete (RC) columns strengthened with FRP...

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Main Authors: Mutalib, A. A., Bahkhary, Norhisham
Format: Article
Published: Penerbit UTM Press 2011
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Online Access:http://eprints.utm.my/id/eprint/44898/
http://dx.doi.org/10.11113/jt.v55.75
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Institution: Universiti Teknologi Malaysia
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spelling my.utm.448982017-11-01T04:17:16Z http://eprints.utm.my/id/eprint/44898/ Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP Mutalib, A. A. Bahkhary, Norhisham QA76 Computer software There are only limited studies that directly correlate the increase in structural capacities in resisting the blast loads with the fiber reinforced polymer (FRP) strengthenin.. In this paper, numerical analyses of dynamic response and damage of reinforced concrete (RC) columns strengthened with FRP to blast loads are carried out using the commercial software LS-DYNA. A series of simulations are performed to predict the blast response and damage of columns with different FRP type. The simulations also involved parametric studies by varying the FRP thickness, configuration, different column dimension, concrete strength, and longitudinal and transverse reinforcement ratio. The numerical results are used to develop pressure-impulse (P-I) diagrams of FRP strengthened RC columns. Based on the numerical results, the empirical formulae are derived to calculate the pressure and impulse asymptotes of the P-I diagrams of RC columns strengthened with FRP Penerbit UTM Press 2011-05 Article PeerReviewed Mutalib, A. A. and Bahkhary, Norhisham (2011) Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP. Jurnal Teknologi, 55 . pp. 27-38. ISSN 0127-9696 http://dx.doi.org/10.11113/jt.v55.75 DOI:10.11113/jt.v55.75
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic QA76 Computer software
spellingShingle QA76 Computer software
Mutalib, A. A.
Bahkhary, Norhisham
Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP
description There are only limited studies that directly correlate the increase in structural capacities in resisting the blast loads with the fiber reinforced polymer (FRP) strengthenin.. In this paper, numerical analyses of dynamic response and damage of reinforced concrete (RC) columns strengthened with FRP to blast loads are carried out using the commercial software LS-DYNA. A series of simulations are performed to predict the blast response and damage of columns with different FRP type. The simulations also involved parametric studies by varying the FRP thickness, configuration, different column dimension, concrete strength, and longitudinal and transverse reinforcement ratio. The numerical results are used to develop pressure-impulse (P-I) diagrams of FRP strengthened RC columns. Based on the numerical results, the empirical formulae are derived to calculate the pressure and impulse asymptotes of the P-I diagrams of RC columns strengthened with FRP
format Article
author Mutalib, A. A.
Bahkhary, Norhisham
author_facet Mutalib, A. A.
Bahkhary, Norhisham
author_sort Mutalib, A. A.
title Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP
title_short Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP
title_full Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP
title_fullStr Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP
title_full_unstemmed Empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with FRP
title_sort empirical formulae to predict pressure and impulsive asymptotes for p-i diagrams of rc columns strengthened with frp
publisher Penerbit UTM Press
publishDate 2011
url http://eprints.utm.my/id/eprint/44898/
http://dx.doi.org/10.11113/jt.v55.75
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