Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Contribution of longitudinal steel to shear resistance of reinforced concrete beams
Hypothesis of mechanism of shear failure of reinforced concrete beams is developed from studies of behavior of several conventional beams tested with special instrumentation, and of number of beams especially constructed to show contributing resistance to external shear of longitudinal steel acting in conjunction with embedding concrete; some data are provided to show effects of bar size, bar spacings, depth of cover below bars, and concrete strength on such dowel resistance.
Contribution of longitudinal steel to shear resistance of reinforced concrete beams
Hypothesis of mechanism of shear failure of reinforced concrete beams is developed from studies of behavior of several conventional beams tested with special instrumentation, and of number of beams especially constructed to show contributing resistance to external shear of longitudinal steel acting in conjunction with embedding concrete; some data are provided to show effects of bar size, bar spacings, depth of cover below bars, and concrete strength on such dowel resistance.
Contribution of longitudinal steel to shear resistance of reinforced concrete beams
Am Concrete Inst -- J
Krefeld, W.J. (Autor:in) / Thurston, C.W. (Autor:in)
1966
20 pages
Aufsatz (Zeitschrift)
Englisch
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