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Response of buried structural models to static and dynamic overpressures
Studies were conducted on four cylindrical shell models; three models have hemispherical end closures and diameter-thickness ratios of 40, 80, and 160; other model (D/t=80) had end closure system which could not transmit load to shell; work was conducted using dry cohesionless soil medium of uniformly graded silica sand (Ottawa sand); for each model complete analysis was made of central transverse plane shell; conclusions are drawn regarding influences of model stiffness, overpressure level, rate of loading, and end closure system on hoop and longitudinal membrane forces and bending moments in shells.
Response of buried structural models to static and dynamic overpressures
Studies were conducted on four cylindrical shell models; three models have hemispherical end closures and diameter-thickness ratios of 40, 80, and 160; other model (D/t=80) had end closure system which could not transmit load to shell; work was conducted using dry cohesionless soil medium of uniformly graded silica sand (Ottawa sand); for each model complete analysis was made of central transverse plane shell; conclusions are drawn regarding influences of model stiffness, overpressure level, rate of loading, and end closure system on hoop and longitudinal membrane forces and bending moments in shells.
Response of buried structural models to static and dynamic overpressures
Arizona. Univ -- Symposium Soil-Structure Interaction -- Proc
Marino, Jr., R.L. (author) / Riley, W.F. (author)
Proceedings of the Arizona University -- Symposium of Soil-Structure Interaction ; 1964
1964
23 pages
Conference paper
English
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