International Journal of Civil & Structural Engineering
Author(s) : RAJESH KUMAR, ALOK KUMAR, SHIVANG D. AGRAWAL, V. KUMAR
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.