Comparison of Maximum Stress distribution of Long & Short Side Column due to Blast Loading
Journal Title: International Journal of Modern Engineering Research (IJMER) - Year 2013, Vol 3, Issue 4
Abstract
A bomb explosion within or immediately nearby a building can cause catastrophic damage on the building's external and internal structural frames like RC column, slab, beam, collapsing of walls, blowing out of large expanses of windows, and shutting down of critical life-safety systems. The Study conducted on the behavior of structural concrete subjected to blast loads. These studies gradually enhanced the understanding of the role that structural details play in affecting the behavior. The comparison between long side & short side column is made & further result is presented. In final result Percentage of Stress of Reinforced concrete column for long & short side column are presented in this paper. An extensive parametric study was carried out on a series of 8 columns at long & short side to investigate the effect of transverse reinforcement, longitudinal reinforcement due to blast loading. The finite element package ANSYS is used to analysis of RC Column subjected to blast loading.
Authors and Affiliations
Prof. M. R. Wakchaure
Keywords
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