Analysis the Behaviour of Composite Concrete Structure Subjected to Blast Load

The response of a concrete industrial building subjected to load and lateral blast masses was examined. INVENTOR is used for generating the 3D model. The finite element component package ALTAIR was wont to analyze with radially symmetrical boundary conditions. For the response calculations, transient structural analysis was simulated in STAAD PRO and for that a undulation within the sort of uniform pressure was applied. An explosion within or immediately nearby a building can cause catastrophic damage, on the building's external and internal structural frames, collapsing of walls, blowing out of large expanses of windows, and shutting down of critical life-safety systems, depending on the intensity of the blast. Loss of life and injuries to occupants can result from many causes, including direct blast-effects, structural collapse, debris impact, fire, and smoke. The analysis of structures subjected to blast pressure needs an in depth understanding of blast phenomena and also the dynamic response of varied structural parts. This provides a comprehensive summary of the consequences of explosion on composite structure.