Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Tests of girders, subjected to high shearing stresses
Ultimate strength tests were conducted on 2 large reinforced concrete girders with thin webs; stirrups were proportioned according to truss analogy theory without any deduction in shear diagram, using allowable working stress in steel of 2400 kg/sq cm; in comparison of results of 2 tests, inclined web reinforcement proved to be considerably superior to vertical. English summary.
Tests of girders, subjected to high shearing stresses
Ultimate strength tests were conducted on 2 large reinforced concrete girders with thin webs; stirrups were proportioned according to truss analogy theory without any deduction in shear diagram, using allowable working stress in steel of 2400 kg/sq cm; in comparison of results of 2 tests, inclined web reinforcement proved to be considerably superior to vertical. English summary.
Tests of girders, subjected to high shearing stresses
Versuche an Plattenbalken mit hoher Schubbeanspruchung
Leonhardt, F. (Autor:in) / Walther, R. (Autor:in)
1962
71 pages
Aufsatz (Zeitschrift)
Deutsch
© Metadata Copyright Elsevier B. V. All rights reserved.
Shearing and rupture tests of reinforced-concrete girders
Engineering Index Backfile | 1934
Study of shearing stresses in joints of prestressed girders made of prefabricated parts
| Engineering Index Backfile | 1959
Experimental study of concrete subjected to compression and shearing stresses
| Engineering Index Backfile | 1965
Membrane Elements Subjected to In-Plane Shearing and Normal Stresses
| Online Contents | 2002
Membrane Elements Subjected to In-Plane Shearing and Normal Stresses
| British Library Online Contents | 2002