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Shear failure of two-span continuous prestressed concrete beams without web reinforcement
Tests on 12 beams of rectangular section; linearly transformed concordant cables were used, and beams were post-tensioned and grouted; such beams can fail in shear before they develop full flexural strength; stress-equations are unsuitable as criteria for predicting mode of failure; new concept, Shear Susceptibility Number, introduced, magnitude of which throws light on vulnerability of beam to shear failures.
Shear failure of two-span continuous prestressed concrete beams without web reinforcement
Tests on 12 beams of rectangular section; linearly transformed concordant cables were used, and beams were post-tensioned and grouted; such beams can fail in shear before they develop full flexural strength; stress-equations are unsuitable as criteria for predicting mode of failure; new concept, Shear Susceptibility Number, introduced, magnitude of which throws light on vulnerability of beam to shear failures.
Shear failure of two-span continuous prestressed concrete beams without web reinforcement
Prestressed Concrete Inst -- J
Zekaria, I. (author)
1958
44 pages
Article (Journal)
English
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