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A Study on Transient Analysis of Bridge Deck Slab under the Action of Moving Load

Author(s):

Chinmay Thakur , ALPINE INSTITUTE OF TECHNOLOGY; Sumit Pahwa, ALPINE INSTITUTE OF TECHNOLOGY

Keywords:

Bridge Deck Slab, Finite Element Method, Natural Frequency, 3D-FE Modelling, IRC Loading

Abstract

Present study includes the modal and transient analysis of bridge deck slab subjected to moving load by using ANSYS software. The modal analysis results are compared with previous literature and close for solution. The parametric study is in form of deflection, stress and strain for variation of models dimension. The study reveals that Finite Element Method can be applicable and reliable tool for analysis of bridge deck slab. The aim of this study is to evaluate the damage of the selected deck slab and evaluating the cracking and crushing of deck under cyclic wheel loads. Nonlinear analysis of structural element using ANSYS Workbench is carried out.

Other Details

Paper ID: IJSRDV7I40026
Published in: Volume : 7, Issue : 4
Publication Date: 01/07/2019
Page(s): 170-173

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