Department of Structural Engineering, FIE, CSIR-Central Glass & Ceramic Research Institute, Govt. of India, Kolkata, West Bengal, India
Research Article
Behaviour of RCC Structure Subjected to Blast Loading
Author(s): Sumit Guha* and Dr. S. Mukherjee
The problem identified by research is the effects of blast loading on RCC structures. A comprehensive parametric study was conducted on RCC
structure using the 3-D element model. In the analysis and design methodologies structures are subjected to blast loads with the understanding
of blast phenomena and the dynamic response of various structural elements. This gives an parametric overview of the effects of blast effects on
structures. Here in this paper, we are dealing with the blast force and its impact on the RCC structures. The blast pressures i.e. reflected blast
pressure and overpressure have been evaluated. From this values blast forces have been evaluated. The values coming after displacement shows
that as the floor height increases, deflection caused due to blast effect decreases. The result also shows relevant bending moment, shear force,
axial forces. Defl.. Read More»
DOI:
10.37421/2165-784X.2021.11.395
Journal of Civil and Environmental Engineering received 1798 citations as per Google Scholar report