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Proceedings of
2nd International Conference on Advances In Civil, Structural and Environmental Engineering ACSEE 2014
"YIELD LINE ANALYSIS OF RECTANGULAR SLABS BY FINITE ELEMENT METHOD"
BRAJESH KUMAR
ALOK KUMAR
V. KUMAR
SHIVANG D. AGRAWAL
DOI
10.15224/978-1-63248-030-9-24
Pages
113 - 117
Authors
4
ISBN
978-1-63248-030-9
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.”
Keywords: Rectangular Slab, ANSYS, Classical Approach1.