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Shear Strength of Reinforced Concrete Beams without Transverse Reinforcement
ACI Structural Journal, 2001This paper presents a simplified analytical model to compute the shear strength of reinforced concrete members without stirrups. The approach uses basic principles of mechanics and a parametric study of experimental data. The main variables considered are: the compressive strength of concrete; longitudinal reinforcement ratio; and shear span-to ...
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2020
Post-earthquake examinations of reinforced concrete structures often show structural damage resulting from bond and shear failures. Such failures typically occur in reinforced concrete elements with details known to cause problems, such as widely spaced transverse reinforcement and/or lap splices located in regions of flexural yielding.
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Post-earthquake examinations of reinforced concrete structures often show structural damage resulting from bond and shear failures. Such failures typically occur in reinforced concrete elements with details known to cause problems, such as widely spaced transverse reinforcement and/or lap splices located in regions of flexural yielding.
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Engineering Structures, 2013
Abstract In this paper, the description of the shear strength of orthogonally reinforced concrete slabs without transverse reinforcement by the newly developed extended sandwich model is presented. Based on a sandwich model, the slab element is subdivided into two cover elements and a core element, respectively; while the covers are subjected to in ...
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Abstract In this paper, the description of the shear strength of orthogonally reinforced concrete slabs without transverse reinforcement by the newly developed extended sandwich model is presented. Based on a sandwich model, the slab element is subdivided into two cover elements and a core element, respectively; while the covers are subjected to in ...
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ACI Structural Journal, 2008
This study investigates the effects of transverse reinforcement ratios on the post-elastic performance of diagonally-reinforced coupling beams in coupled core wall systems. Two coupled wall subassemblages, with two different transverse reinforcement detailings, were designed and tested under cyclic reversed loads.
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This study investigates the effects of transverse reinforcement ratios on the post-elastic performance of diagonally-reinforced coupling beams in coupled core wall systems. Two coupled wall subassemblages, with two different transverse reinforcement detailings, were designed and tested under cyclic reversed loads.
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Can Steel Fibers Replace Transverse Reinforcements in Reinforced Concrete Beams?
ACI Materials Journal, 1997Steel fiber reinforced concretes currently used do not have enough post-cracking tensile strength to be used alone, without main reinforcement (rebars), in a beam. On the other hand, replacement of the secondary reinforcement (stirrups) seems promising.
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Behavior of Prestressing Bars in Reinforced Concrete Columns as Transverse Reinforcement
Engineering Research Journal, 2022Eng. Muhammed Atef Muhammed Hussien +3 more
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Transverse compression properties of composite reinforcements
2021Piaras Kelly, Willsen Wijaya
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Shear Strength of FRP-Reinforced Concrete Beams without Transverse Reinforcement
ACI Structural Journal, 2006This paper studied the behavior and shear strength of concrete slender beams reinforced with fiber-reinforced polymer (FRP) bars. Nine large-scale reinforced concrete beams without stirrups were constructed and tested to failure. The beams measured 3250 mm long, 250 mm wide, and 400 mm deep and were tested in 4-point bending.
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