A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Hydrostatic Loading of Concrete Spherical Hulls Reinforced with Steel Liners
Nine model concrete spheres reinforced with steel liners located on the inside, outside, or both inside and outside were tested to failure under hydrostatic loading. The quantity of reinforcement varied from 1.8 to 23.9% by area; for this range of reinforcement, the spheres showed increases in failure pressure from 0 to 374% over that of unreinforced concrete spheres (2,810 psi). Using a nominal 12% reinforcement, it was found that the best reinforcing method was to place liners on both the inside and outside of the wall. (Author)
Hydrostatic Loading of Concrete Spherical Hulls Reinforced with Steel Liners
Nine model concrete spheres reinforced with steel liners located on the inside, outside, or both inside and outside were tested to failure under hydrostatic loading. The quantity of reinforcement varied from 1.8 to 23.9% by area; for this range of reinforcement, the spheres showed increases in failure pressure from 0 to 374% over that of unreinforced concrete spheres (2,810 psi). Using a nominal 12% reinforcement, it was found that the best reinforcing method was to place liners on both the inside and outside of the wall. (Author)
Hydrostatic Loading of Concrete Spherical Hulls Reinforced with Steel Liners
H. H. Haynes (author) / G. L. Page (author) / R. J. Ross (author)
1973
31 pages
Report
No indication
English
Behavior of spherical concrete hulls under hydrostatic loading -- 2
| Engineering Index Backfile | 1967
Behavior of spherical concrete hulls under hydrostatic loading -- 1
| Engineering Index Backfile | 1967