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Fracture is caused by tensile component of torsional shear stress when concrete is subjected to torsion; failure can be prevented by superimposing initial compression; prestressing can increase torsional resistance by several hundred per cent, depending on amount of prestressing considered economically feasible.
Fracture is caused by tensile component of torsional shear stress when concrete is subjected to torsion; failure can be prevented by superimposing initial compression; prestressing can increase torsional resistance by several hundred per cent, depending on amount of prestressing considered economically feasible.
Prestressed concrete in torsion
Constr Rev
Cowan, H.J. (author)
1959
6 pages
Article (Journal)
English
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