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Tests on end-anchored unbonded prestressed concrete beams having parabolic steel eccentricity, subject to uniformly distributed loading
Tests carried out on rectangular beams in which prestress was induced by two 5 mm wires placed in parabolic grooves cast into sides of beams; loading was approximately uniformly distributed; stress in concrete was one-quarter of cube strength; main object was to establish factors of safety against cracking and failure.
Tests on end-anchored unbonded prestressed concrete beams having parabolic steel eccentricity, subject to uniformly distributed loading
Tests carried out on rectangular beams in which prestress was induced by two 5 mm wires placed in parabolic grooves cast into sides of beams; loading was approximately uniformly distributed; stress in concrete was one-quarter of cube strength; main object was to establish factors of safety against cracking and failure.
Tests on end-anchored unbonded prestressed concrete beams having parabolic steel eccentricity, subject to uniformly distributed loading
Mag Concrete Research
Giford, F.W. (author)
1953
9 pages
Article (Journal)
English
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