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

Yehya Temash; Ali Jahami; Jamal  Khatib; M. Sonebi

doi:10.1051/matecconf/201814902016

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

Yehya Temash, Ali Jahami, Jamal Khatib, M. Sonebi

School of Natural and Built Environment

Research output: Contribution to journal › Article › peer-review

26 Citations (Scopus)

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Abstract

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 IsoDamage curve of a reinforced concrete beam exposed to blast wave. An advanced volumetric finite element program (ABAQUS) will be used to perform the derivation.

Original language	English
Number of pages	5
Journal	MATEC Web of Conferences
Volume	149
DOIs	https://doi.org/10.1051/matecconf/201814902016
Publication status	Published - 14 Feb 2018

Bibliographical note

2nd International Congress on Materials & Structural Stability (CMSS-2017)

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Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
© 2018 The Authors. This is an open access article published under a Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium, provided the author and source are cited.
Final published version, 1.39 MBLicence: CC BY

Cite this

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AU - Sonebi, M.

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

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