Perform a stress analysis of the pressure vessel shown in Figure P9-14. Let E = 5
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Perform a stress analysis of the pressure vessel shown in Figure P9-14. Let E = 5 × 106 psi and v = 0.15 for the concrete, and let E = 29 × 106 psi and v = 0.25 for the steel liner. The steel liner is 2 in. thick. Let the pressure p equal 500 psi. Use a 0.5 in. radius in the re-entrant corners.
Figure P9-14
Transcribed Image Text:
Model of a nuclear reactor Concrete Steel liner 13 in. -3-in-radius hole -7.5 in. 16 in. 50 in. 25 in. 2 in. -30 in.-
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A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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