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cantilever beam. Problem statement: By: Shane M. Maxemow Calculate the expressions for Stress, Strain, and Displacement of the above loading situation, using both the Elasticity and Mechanics of Materials analysis methods. Mechanics of Materials Methods: Elasticity Method: Finite Element Analysis: Conclusions: Cantilever Beam Analysis through APDL: Perform static structural finite element analysis of cantilever beam as shown in figure 1. Right hand side of the beam is applied with force of 25 KN while left hand side is fixed in all degrees of freedom. The beam dimensions for length, width & height are 100 mm, 20 mm & 20 mm respectively. Finite Element Analysis . Introduction: With advances in computing power and mathematical modelling, most materials and structural testing is now conducted using Finite Element Analysis (FEA) software. FEA first breaks components into small units like triangles and cubes, forming a mesh (picture below) which divides a complex system into SIMULATION In the finite element simulation, a cantilever beam with rectangular edge crack is considered. The length and cross-sectional area of the beam are 800 mm, and 50x6 mm2, respectively. As for the material properties the modulus of elasticity (E) is 0.675 1011 N/m2, the density ( ) 27522.9 kg/m3 and the Poisson's ratio (µ ) is 0.33. Conclusion The following conclusions are drawn from the present finite element study: (1) A smart cantilever beam structure has been modeled and simulated with finite element capabilities. (2) It has been found that ANSYS® FEA capabilities are compatible for simulating smart piezoelectric structures embedded with PZT and PVDF. The beam bends whenever a horizontal beam is loaded with vertical loads. The Vibrational and finite element analyses of T-Section cantilever beam using ANSYS and MATLAB: AIP Conference Proceedings: Vol 2200, No 1 Argyris and Symeonidis studied static nonlinear analysis of a cantilever beam subjected to follower loads by the finite element method in order to find the critical flutter loads. A direct method for the large deflection problem of a non-uniform spring-hinged cantilever beam under a tip follower force was proposed by Shvartsman [28] . The purpose of this work is to present the comparison of the behavior of sheet pile wall at critical depth obtained from conventional method and finite element analysis. The conventional methods used in the structural design of sheet pile walls are based on the limit equilibrium approach. Program in MATLAB software is developed for this purpose. Electron beam melting (EBM®) is a metallic printing process that has become increasingly sophisticated over the past decade. The formation of residual stress due to a high-energy electron beam is considered a primary hindrance in the maturation of the process itself and, subsequently, the quality of the printed parts. Contrary to hit and trial, the finite element method (FEM) has become a The aim of the paper i