The purpose of this study is to look into how the FE (Finite Element) tool may be used to analyse brick walls. Masonry is composed of highly nonlinear materials with varying properties depending on their application. Experimenting on a full-scale masonry wall model is difficult. Its importance in the development of low-rise structures is also overlooked. As if the beam and column were correctly contained and bonded to the wall. It boosts the seismic performance of low-rise structures. The term “energy” refers to the amount of Cracking dissipates the heat, just as it does in low-rise buildings. The rigidity of a building is increased and it can withstand extra weight when a masonry wall is cast monolithically (like restricted masonry) with the column. In this study, the FE tool is used to perform a numerical nonlinear analysis of a wall panel (ABAQUS). The results are compared to prior investigations by other researchers using a Damage Plasticity Model for Concrete (CDP), with the conclusion that the results are good.
Author (s) Details
Mr. Suraj D. Bhosale
Civil Engineering Department, Sardar Vallbhbhai National Institute of Technology, Surat, Gujarat, India.
Atul K. Desai
Civil Engineering Department, Sardar Vallbhbhai National Institute of Technology, Surat, Gujarat, India.
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