Figure 2.1. shows two long plates with same material and equal width w = 20 mm that are subjected to a uniaxial tensile load o. One of the plates has a single small central hole with diameter 4mm and another plate has two small holes with a distance of 8mm from each other. The holes are perpendicular to the external tensile load. Develop a computer code (or simulation model) and analyze how stresses will be distributed at the tip of the holes in these two plates for different values of o.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.2.11P: The polyethylene liner of a settling pond is subjected to stresses ax= 350 psi. a = 112 psi. and =...
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Figure 2.1. shows two long plates with same material and equal width w=20
mm that are subjected to a uniaxial tensile load o. One of the plates has a
single small central hole with diameter 4mm and another plate has two small
holes with a distance of 8mm from each other. The holes are perpendicular to
the external tensile load. Develop a computer code (or simulation model) and
analyze how stresses will be distributed at the tip of the holes in these two
plates for different values of 0.
4mm
Figure 2.1.
8mm
4mm
Transcribed Image Text:Figure 2.1. shows two long plates with same material and equal width w=20 mm that are subjected to a uniaxial tensile load o. One of the plates has a single small central hole with diameter 4mm and another plate has two small holes with a distance of 8mm from each other. The holes are perpendicular to the external tensile load. Develop a computer code (or simulation model) and analyze how stresses will be distributed at the tip of the holes in these two plates for different values of 0. 4mm Figure 2.1. 8mm 4mm
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