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Unified Shear Design Method of Concrete Beams Based on Compression Zone Failure Mechanism
ACI 318-141 specifies that the one-way shear strength of nonprestressed concrete members can be calculated by either a simplified equation or detailed equations. The simplified equation for the concrete contribution to shear strength, is very convenient for design practice. However, this equation may induce unsafe design for beams with large depth and low tension reinforcement ratio. The detailed method for nonprestressed concrete members involves three equations. When concrete members are subjected to axial compression, axial tension, or prestressing force, the shear-strength equation is more complicated. Here, Park and Choi providing a theoretical background for the compression zone failure mechanism.
Unified Shear Design Method of Concrete Beams Based on Compression Zone Failure Mechanism
ACI 318-141 specifies that the one-way shear strength of nonprestressed concrete members can be calculated by either a simplified equation or detailed equations. The simplified equation for the concrete contribution to shear strength, is very convenient for design practice. However, this equation may induce unsafe design for beams with large depth and low tension reinforcement ratio. The detailed method for nonprestressed concrete members involves three equations. When concrete members are subjected to axial compression, axial tension, or prestressing force, the shear-strength equation is more complicated. Here, Park and Choi providing a theoretical background for the compression zone failure mechanism.
Unified Shear Design Method of Concrete Beams Based on Compression Zone Failure Mechanism
Hong-Gun Park (Autor:in) / Kyoung-Kyu Choi
2017
Aufsatz (Zeitschrift)
Englisch
Shear Strength Model of Concrete Beams Based on Compression Zone Failure Mechanism
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|Shear Compression Failure in Reinforced Concrete Deep Beams
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