Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / Ferguson, P.M. (Autor:in)
1967
10 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Strength of R. C. Beams under combined bending, shear and torsion
Engineering Index Backfile | 1967
|Reinforced concrete beams loaded in combined torsion, bending and shear
UB Braunschweig | 1971
|Prestressed concrete hollow beams under combined bending and torsion
Engineering Index Backfile | 1965
|