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| Teaching Since: | May 2017 |
| Last Sign in: | 408 Weeks Ago |
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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
A thin steel plate with the profile given in the accompanying figure is subjected to an axial load. Using ANSYS, determine the deflection and the x and y-components of the stress distributions in the plate. The plate has a thickness of 0.125 in and a modulus of elasticity of E = 28 x 103 ksi. In Problem 4 of Chapter 1, you were asked to analyze this problem using simple direct formulation. Compare the results of your direct formulation model to the results obtained from ANSYS. Experiment with applying the load over an increasingly larger load-contact surface area. Discuss your results.

Problem 4
A thin steel plate with the profile shown in the accompanying figure is subjected to an axial lout Approximate the deflection and the average normal stresses along the plate using the model shown in the figure. The plate has a thickness of 0.125 in and a modulus of elasticity E = 28 x 103 ksi. You will be asked to use ANSYS to analyze this problem again in Chapter 8.

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