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A platform for research: civil engineering, architecture and urbanism
Shear and Bond Stresses in Reinforced Concrete
Formulas in common use for computing shear and bond stresses in reinforced concrete beams are based on the assumption that the member is subjected to symmetrical bending without thrust. The object of this paper is to demonstrate the error involved in applying them to members that carry thrust, and to develop general formulas which are applicable to prismatic members with or without thrust. The necessity for such formulas becomes apparent upon realization that practically all members of rigid frames are subjected to thrust as well as bending. The paper provides a new viewpoint for the problem of shear and bond stresses in reinforced concrete and is offered for the purpose of promoting discussion on the problem.
Shear and Bond Stresses in Reinforced Concrete
Formulas in common use for computing shear and bond stresses in reinforced concrete beams are based on the assumption that the member is subjected to symmetrical bending without thrust. The object of this paper is to demonstrate the error involved in applying them to members that carry thrust, and to develop general formulas which are applicable to prismatic members with or without thrust. The necessity for such formulas becomes apparent upon realization that practically all members of rigid frames are subjected to thrust as well as bending. The paper provides a new viewpoint for the problem of shear and bond stresses in reinforced concrete and is offered for the purpose of promoting discussion on the problem.
Shear and Bond Stresses in Reinforced Concrete
Benscoter, Stanley U. (author) / Logan, Samuel T. (author)
Transactions of the American Society of Civil Engineers ; 110 ; 599-606
2021-01-01
81945-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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