Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Negative Moment Region Shear Strength of Lightly Reinforced T-Beams
The negative moment region shear strength of lightly reinforced concrete T-beams is studied. Nine restrained T-beams with and without web reinforcement were tested. The primary variables were the longitudinal reinforcement ratio (0.47 and 0.70 percent) and the nominal stirrup strength (0 to 84 psi). The test results are analyzed and compared with the shear design provisions of 'Building Code Requirements for Reinforced Concrete (ACI 318-83)' and predictions of other investigators.
Negative Moment Region Shear Strength of Lightly Reinforced T-Beams
The negative moment region shear strength of lightly reinforced concrete T-beams is studied. Nine restrained T-beams with and without web reinforcement were tested. The primary variables were the longitudinal reinforcement ratio (0.47 and 0.70 percent) and the nominal stirrup strength (0 to 84 psi). The test results are analyzed and compared with the shear design provisions of 'Building Code Requirements for Reinforced Concrete (ACI 318-83)' and predictions of other investigators.
Negative Moment Region Shear Strength of Lightly Reinforced T-Beams
C. P. Rodrigues (Autor:in) / D. Darwin (Autor:in)
1984
122 pages
Report
Keine Angabe
Englisch
Structural Analyses , Highway Engineering , T-beams , Reinforced concrete , Shear strength , Beams(Supports) , Loads(Forces) , Moments , Reinforcing steels , Webs(Supports) , Reinforcement(Structures) , Structural design , Cracking(Fracturing) , Stresses , Destructive tests , Graphs(Charts) , Data , Stirrups
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