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Horizontal shear connection in composite concrete beams under repeated loads
Research reported was investigation of strength of joint between precast concrete beam and cast-in-place slab when composite beam was subjected to repeated loading; test program included 29 beams and principal variables were amount of joint reinforcement, roughness of joint, and ratio of shear span to effective depth of beam; equations are presented which yield conservative allowable stress for horizontal shear in composite members under repeated loads.
Horizontal shear connection in composite concrete beams under repeated loads
Research reported was investigation of strength of joint between precast concrete beam and cast-in-place slab when composite beam was subjected to repeated loading; test program included 29 beams and principal variables were amount of joint reinforcement, roughness of joint, and ratio of shear span to effective depth of beam; equations are presented which yield conservative allowable stress for horizontal shear in composite members under repeated loads.
Horizontal shear connection in composite concrete beams under repeated loads
Am Concrete Inst -- J
Badoux, J.C. (author) / Hulsbos, C.L. (author)
1967
9 pages
Article (Journal)
English
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