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A platform for research: civil engineering, architecture and urbanism
Design of longitudinal cables in circumferentially wound prestressed concrete tanks
If cracks of cylindrical concrete tank are to be avoided, tensile stresses must be eliminated by longitudinal prestress; theory by which magnitude of prestress may be determined; it is assumed that thickness of wall is small compared with diameter of cylinder, and that concrete behaves elastically.
Design of longitudinal cables in circumferentially wound prestressed concrete tanks
If cracks of cylindrical concrete tank are to be avoided, tensile stresses must be eliminated by longitudinal prestress; theory by which magnitude of prestress may be determined; it is assumed that thickness of wall is small compared with diameter of cylinder, and that concrete behaves elastically.
Design of longitudinal cables in circumferentially wound prestressed concrete tanks
Mag Concrete Research
Curtis, A.R. (author) / Cowan, H.J. (author)
1954
4 pages
Article (Journal)
English
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