Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading

Many engineering facilities are severely damaged by blast loading. Therefore, many manufacturers of sensitive, breakable, and deformed structures (such as facades of glass buildings) carry out studies and set standards for these installations to withstand shock waves caused by explosions. Structural...

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Main Authors: Temsah Yehya, Jahami Ali, Khatib Jamal, Sonebi M
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201814902016
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spelling doaj-76c7ce2e82a44831a6844e7b27a84b712021-02-02T02:35:37ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011490201610.1051/matecconf/201814902016matecconf_cmss2018_02016Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast LoadingTemsah YehyaJahami AliKhatib JamalSonebi MMany engineering facilities are severely damaged by blast loading. Therefore, many manufacturers of sensitive, breakable, and deformed structures (such as facades of glass buildings) carry out studies and set standards for these installations to withstand shock waves caused by explosions. Structural engineers also use these standards in their designs for various structural elements by following the ISO Damage Carve, which links pressure and Impulse. As all the points below this curve means that the structure is safe and will not exceed the degree of damage based on the various assumptions made. This research aims to derive the Iso-Damage curve of a reinforced concrete beam exposed to blast wave. An advanced volumetric finite element program (ABAQUS) will be used to perform the derivation.https://doi.org/10.1051/matecconf/201814902016
collection DOAJ
language English
format Article
sources DOAJ
author Temsah Yehya
Jahami Ali
Khatib Jamal
Sonebi M
spellingShingle Temsah Yehya
Jahami Ali
Khatib Jamal
Sonebi M
Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
MATEC Web of Conferences
author_facet Temsah Yehya
Jahami Ali
Khatib Jamal
Sonebi M
author_sort Temsah Yehya
title Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
title_short Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
title_full Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
title_fullStr Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
title_full_unstemmed Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
title_sort numerical derivation of iso-damaged curve for a reinforced concrete beam subjected to blast loading
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description Many engineering facilities are severely damaged by blast loading. Therefore, many manufacturers of sensitive, breakable, and deformed structures (such as facades of glass buildings) carry out studies and set standards for these installations to withstand shock waves caused by explosions. Structural engineers also use these standards in their designs for various structural elements by following the ISO Damage Carve, which links pressure and Impulse. As all the points below this curve means that the structure is safe and will not exceed the degree of damage based on the various assumptions made. This research aims to derive the Iso-Damage curve of a reinforced concrete beam exposed to blast wave. An advanced volumetric finite element program (ABAQUS) will be used to perform the derivation.
url https://doi.org/10.1051/matecconf/201814902016
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AT khatibjamal numericalderivationofisodamagedcurveforareinforcedconcretebeamsubjectedtoblastloading
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