Yield Line Analysis of Rectangular Slabs by Finite Element Method

RAJESH, KUMAR and ALOK, KUMAR, and SHIVANG D., AGRAWAL and V., KUMAR (2014) Yield Line Analysis of Rectangular Slabs by Finite Element Method. In: Second International Conference on Advances In Civil, Structural and Environmental Engineering- ACSEE 2014, 25 - 26 October 2014, Zurich, Switzerland.

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Abstract

This paper presents the Finite Element Method (FEM) for analyzing the failure pattern of rectangular slab with various edge conditions. The convergence of maximum central deflection in square and rectangular plates with the improvement in fineness of mesh has been carried out. Comparison has been made between FEM (ANSYS software) results and yield line theory Classical results.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Rectangular Slab, ANSYS, Classical Approach1.
Depositing User: Mr. John Steve
Date Deposited: 30 May 2019 08:31
Last Modified: 30 May 2019 08:31
URI: http://publications.theired.org/id/eprint/3008

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