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Theory of combined action of bending moment and shear in reinforced and prestressed concrete beams
Influence of bond on strength of reinforced and prestressed concrete beams is described; test results show that presence of bond may induce shear failure; theory for predicting shear strength of concrete beams is introduced; according to theory shear is carried partly by beam action, partly by arch action; it is shown, that shear strength of beams without web reinforcement may be expressed as function of strength of crack lamellas, shear span, and flexural cracking moment.
Theory of combined action of bending moment and shear in reinforced and prestressed concrete beams
Influence of bond on strength of reinforced and prestressed concrete beams is described; test results show that presence of bond may induce shear failure; theory for predicting shear strength of concrete beams is introduced; according to theory shear is carried partly by beam action, partly by arch action; it is shown, that shear strength of beams without web reinforcement may be expressed as function of strength of crack lamellas, shear span, and flexural cracking moment.
Theory of combined action of bending moment and shear in reinforced and prestressed concrete beams
Am Concrete Inst -- J
Lorentsen, M. (Autor:in)
1965
18 pages
Aufsatz (Zeitschrift)
Englisch
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