Perform a stress analysis of the concrete pressure vessel with the steel liner shown in Figure P9-15. Let E = 30 GPa and v = 0.15 for the concrete, and let E = 205 GPa and v = 0.25 for the steel liner. The steel liner is 50 mm thick. Let the pressure p equal 700 kPa. Use a 10 mm radius in the re-entrant corners.

Figure P9-15

Transcribed Image Text:

Concrete Steel liner 1250 mm 400 mm 325 mm- 750 mm