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.-