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Stress Distribution in Construction Joint of Prestressed Concrete Bridge Members with Tendon Couplers
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 Title & Authors
Stress Distribution in Construction Joint of Prestressed Concrete Bridge Members with Tendon Couplers
Park Ki-Choul;
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 Abstract
Two series of experiments on the performance of beam-column joints in High-Strength Reinforced concrete frames were carried out. Main experimental parameters were : concrete strength, column axial load and amount of joint hoop reinforcement. Test result showed that the ultimate shear strength of exterior joints increased of column axial compressive force and the amount of the joint hoop reinforcements. Through the regression analysis on the 24data, the following equation is obtained
 Keywords
shear strength;high-strength reinforced concrete;beam-column joint;
 Language
Korean
 Cited by
 References
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