A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of spherical concrete hulls under hydrostatic loading -- 2
Study to determine if collapse pressure of concrete hulls with window and hatch penetrations is degraded by incorporation of properly designed penetrations; experimental work was performed on six concrete spheres of 16 in. OD and 14 in. ID, cast from concrete with uniaxial compressive strength of 10,000 psi; concrete sphere models failed under hydrostatic pressures ranging from 2675 psi to 3400 psi, depending on type of penetration insert; it was found that collapse pressure of concrete hull with operational windows and hatches was same as that of similar concrete hull without penetrations.
Behavior of spherical concrete hulls under hydrostatic loading -- 2
Study to determine if collapse pressure of concrete hulls with window and hatch penetrations is degraded by incorporation of properly designed penetrations; experimental work was performed on six concrete spheres of 16 in. OD and 14 in. ID, cast from concrete with uniaxial compressive strength of 10,000 psi; concrete sphere models failed under hydrostatic pressures ranging from 2675 psi to 3400 psi, depending on type of penetration insert; it was found that collapse pressure of concrete hull with operational windows and hatches was same as that of similar concrete hull without penetrations.
Behavior of spherical concrete hulls under hydrostatic loading -- 2
U S Naval Civ Eng Laboratory -- Tech Report
Stachiw, J.D. (author)
1967
58 pages
Report
English
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Behavior of spherical concrete hulls under hydrostatic loading -- 1
| Engineering Index Backfile | 1967