Materials for sacrificial blast wall as protective structure

被引:0
作者
机构
[1] Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi
来源
Matsagar, V.A. (matsagar@civil.iitd.ac.in) | 1600年 / Indian National Science Academy卷 / 79期
关键词
Blast; Sacrificial Blast Wall; Steel Fibre Reinforced Concrete; Strain Rate;
D O I
10.16943/ptinsa/2013/v79i4/48006
中图分类号
学科分类号
摘要
Investigation on the performance of sacrificial blast walls subjected to blast loading is presented here. Three dimensional nonlinear dynamic analyses of sacrificial blast walls under blast loading have been performed using finite element software Abaqus 6.11. Sacrificial blast walls of different thicknesses made up of steel, plain, reinforced and steel fibre reinforced concrete have been examined under blast loading. Strain rate dependent properties of all the materials have been used in the analyses. Blast load is applied in the form of pressure-time history curve calculated using the TM5-1300 manual and the modified Friedlander's equation. Stress and peak displacement response of the sacrificial blast walls have been studied. It is observed that the sacrificial blast walls made up of steel fibre reinforced concrete show lesser stress and peak displacement, and thus higher blast response reduction capability. © 2013, Indian National Science Academy. All rights reserved.
引用
收藏
页码:717 / 723
页数:6
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