%0 Journal Article
%@ 10139826
%A Syed, Z.I.
%A Liew, M.S.
%A Mendis, P.
%C Bandung
%D 2014
%F scholars:5496
%I Trans Tech Publications Ltd
%J Key Engineering Materials
%K Concrete slabs; Explosives; Graphic methods; Reinforced concrete; Shock waves, Blast loading; Charge weight; Damage assessments; Element properties; Explosive loadings; Pressure impulse; Pressure-impulse diagrams; Reinforced concrete panels, Damage detection
%P 492-497
%R 10.4028/www.scientific.net/KEM.594-595.492
%T Performance of simplified damage assessment tools for reinforced concrete panels under blast loading
%U https://khub.utp.edu.my/scholars/5496/
%V 594-59
%X Pressure-impulse (P-I) and charge weight-distance (CW-D) diagrams are widely used as quick damage assessment tools for reinforced concrete (RC) elements exposed to blast loading. Depending on the loading and element properties, the blast loading can induce different patterns of response and damage. Appropriate application of different simplified damage assessment tools for both far-field and near-field blast effects can be significantly challenging. This paper presents the comparison of the performances of two commonly used simplified damage assessment methods for RC elements exposed to explosive loading. Different aspects of the simplified damage assessment methods related to their construction and application for damage assessment are investigated. Some specific limitations of construction and use of P-I and CW-D diagrams are explored. Suitability of P-I diagrams for far-field and near-field blast effects is also explored. P-I diagrams are found to provide misleading damage assessment when applied for near-field blast effects. Copyright © 2014 Trans Tech Publications Ltd, Switzerland.
%Z cited By 0; Conference of 2013 International Conference on Advanced Materials Engineering and Technology, ICAMET 2013 ; Conference Date: 28 November 2013 Through 29 November 2013; Conference Code:101903