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T-beams under combined bending, shear, and torsion
Test results of 26 semicontinuous reinforced concrete T-beams without web reinforcement are reported; beams were over-reinforced to permit primary study of shear and torsion interaction; effect of torsional cross-sectional warping was investigated; span length and cross-sectional warping were not found to influence behavior greatly; torsion lowered beam shear strength much less than ordinary plastic theory suggests.
T-beams under combined bending, shear, and torsion
Test results of 26 semicontinuous reinforced concrete T-beams without web reinforcement are reported; beams were over-reinforced to permit primary study of shear and torsion interaction; effect of torsional cross-sectional warping was investigated; span length and cross-sectional warping were not found to influence behavior greatly; torsion lowered beam shear strength much less than ordinary plastic theory suggests.
T-beams under combined bending, shear, and torsion
Am Concrete Inst -- J
Farmer, L.E. (author) / Ferguson, P.M. (author)
1967
10 pages
Article (Journal)
English
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