Results 161 to 170 of about 1,301,662 (202)
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Reliability of reinforced concrete beams in torsion
2021The level of safety associated with the ACI Standard 318-83 design criteria for torsional reinforced concrete members is evaluated. Advanced first-order, second-moment reliability analysis is used to compute the reliability index. Reinforced concrete beams, subjected to both equilibrium and compatibility torsion, are analyzed.
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Torsional behaviour of reinforced fibre concrete beams
International Journal of Cement Composites and Lightweight Concrete, 1985Abstract Pure torsion tests were conducted on rectangular fibre concrete beams reinforced in three different ways: without bar reinforcement, with longitudinal bars only and with longitudinal bars and transverse hoops. Fifteen tests investigated the influence of the volume fraction of discrete steel fibres and the amount of longitudinal and ...
Mansur, M.A., Lim, T.Y.
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Effective Torsional Rigidity of Reinforced Concrete Members
ACI Structural Journal, 2004A simple procedure for calculating effective torsional rigidity of reinforced concrete (RC) members is presented. The proposed method relates torsional rigidity, an important parameter for 3-D analysis of RC structures, to the applied torque taking the effect of reinforcement into account.
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Cyclic Torsion Tests on Reinforced Concrete Beams
Journal of Structural Engineering, 1987Reversed cyclic torsion tests on nine normal‐weight and three lightweight reinforced reinforced concrete beams are reported, along with nonreversible cyclic torsion tests on four reinforced concrete beams and two companion static tests. The variables studied were the peak torque, the range and the frequency of loading.
Velpula Venkappa, Ganpat S. Pandit
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Torsional wave propagation in reinforced concrete columns
International Journal of Solids and Structures, 1998zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Murakami, Hidenori, Yamakawa, Junya
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The influence of CFRP on Reinforced Concrete Beams Subjected to Torsion [PDF]
The primary objectives of this research thesis is to investigate the behaviour of reinforced concrete beams subjected to torsion, and more importantly the influences of FRP wrapping on these beams. The effects of wrapping these beams in different configurations also compiles to another objective of this thesis.A controlled experimental procedure was ...
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TORSION AND BENDING IN REINFORCED AND PRESTRESSED CONCRETE MEMBERS.
Proceedings of the Institution of Civil Engineers, 1971WITH RESPECT TO ULTIMATE STRENGTH, PRESTRESSED MEMBERS CAN BE TREATED AS NONPRESTRESSED MEMBERS WITH AN EQUIVALENT AMOUNT OF NORMAL REINFORCEMENT. THE THEORY FOR REINFORCED BEAMS CAN THEREFORE BE EXTENDED TO REINFORCED AND PRESTRESSED BEAMS. THE EXPERIMENTAL BEHAVIOR OF REINFORCED CONCRETE BEAMS UNDER TORSION CONFIRMED THE VALIDITY OF A SPACE TRUSS ...
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Failure Mechanisms for Reinforced Concrete Beams in Torsion and Bending
1976To describe the failure of reinforced concrete beams with thin-walled closed cross section in torsion and bending, Lampert [2, 3] used a space truss model based on the lower bound theorem of the Theory of Plasticity. The good correspondence between theory and test results stimulates to generalize the model.
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Torsion and bending in longitudinally reinforced concrete beams
Building Science, 1973Abstract This paper shows that theoretically the failure moments of a concrete member reinforced with longitudinal steel only and subject to torsion and bending, are related by three theoretical general interaction equations derived by considering two modes of behaviour.
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PLAIN AND REINFORCED CONCRETE IN TORSION, WITH PARTICULAR REFERENCE TO REINFORCED-CONCRETE BEAMS.
Selected Engineering Papers, 1934L TURNER, V C DAVIES
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