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

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

Research output: Contribution to journalArticle

5 Citations (Scopus)
283 Downloads (Pure)

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 languageEnglish
Number of pages5
JournalMATEC Web of Conferences
Volume149
DOIs
Publication statusPublished - 14 Feb 2018

Bibliographical note

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

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