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Significance of dowel forces on shear failure of rectangular reinforced concrete beams without web reinforcement
Neglect of shear force on longitudinal reinforcement in reinforced concrete beams without shear reinforcement is questioned; analysis of tests on simple rectangular beams shows that assumption of zero dowel force implies high stresses on concrete at top of diagonal crack; it is suggested that magnitude of dowel force and its point of action are important factors in deciding mode of shear failure of such beams.
Significance of dowel forces on shear failure of rectangular reinforced concrete beams without web reinforcement
Neglect of shear force on longitudinal reinforcement in reinforced concrete beams without shear reinforcement is questioned; analysis of tests on simple rectangular beams shows that assumption of zero dowel force implies high stresses on concrete at top of diagonal crack; it is suggested that magnitude of dowel force and its point of action are important factors in deciding mode of shear failure of such beams.
Significance of dowel forces on shear failure of rectangular reinforced concrete beams without web reinforcement
Am Concrete Inst -- J
Acharya, D.N. (author) / Kemp, K.O. (author)
1965
15 pages
Article (Journal)
English
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Shear failure in reinforced concrete beams without web reinforcement
| Engineering Index Backfile | 1969
Shear stresses in reinforced concrete beams without shear reinforcement
| UB Braunschweig | 1968