Task 2 My ID: 21080238 "Use linear material models to do a static stress analysis for the Figure 2 arrangement, experimenting with different mesh densities. Use meshes of 200, 400, 600, 800 and 1200 elements. A load of n kN is applied to the bottom end (where n is the last three digits of your UWE ID; e.g., 175 for ID 14020175). The top edge is fully fixed. The material is stainless steel, and the problem should be treated as plane stress". Compute the stress concentration factor theoretically and contrast it with the ANSYS simulation findings. Write a short analysis highlighting any differences between the theoretical answer and the real outcomes. PA-20 mm- B-12 mm 88 mm 150 mm 64 mm B Figure 2 200 mm 15 mm 1-20 mm

Task 2 My ID: 21080238 "Use linear material models to do a static stress analysis for the Figure 2 arrangement, experimenting with different mesh densities. Use meshes of 200, 400, 600, 800 and 1200 elements. A load of n kN is applied to the bottom end (where n is the last three digits of your UWE ID; e.g., 175 for ID 14020175). The top edge is fully fixed. The material is stainless steel, and the problem should be treated as plane stress". Compute the stress concentration factor theoretically and contrast it with the ANSYS simulation findings. Write a short analysis highlighting any differences between the theoretical answer and the real outcomes. PA-20 mm- B-12 mm 88 mm 150 mm 64 mm B Figure 2 200 mm 15 mm 1-20 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter1: Introduction

Section: Chapter Questions

Problem 1.5.3P: A tensile test was performed on a metal specimen having a circular cross section with a diameter 0....

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The results of a tensile test are shown in Table 1.5.2. The test was performed on a metal specimen with a circular cross section. The diameter was 3 8 inch and the gage length (The length over which the elongation is measured) was 2 inches. a. Use the data in Table 1.5.2 to produce a table of stress and strain values. b. Plot the stress-strain data and draw a best-fit curve. c. Compute the, modulus of elasticity from the initial slope of the curve. d. Estimate the yield stress.
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