会议专题

RESEARCH ON CRACKING SHEAR FORCE OF TRANSVERSELY PRESTRESSED CONCRETE BEAMS

This paper presents a method that uses inner transverse prestressing bars to enhance the shear capacity and cracking shear force of concrete beams, which can be used in new transformer beams to decrease the sectional dimensions and improve their durability. Four transversely prestressed concrete beams and one ordinary reinforced concrete beam were tested. Based on the test results and theoretical analysis, a formula to calculate the cracking shear force of transversely prestressed concrete beams was suggested, and the following conclusions can be drawn: (a) the transverse prestressing bars with proper prestressing force can increase the failure loads, shear capacities and cracking shear forces of reinforced concrete beams significantly; and (b) the proposed formula can predict the cracking shear force of the tested beams well on the whole.

transversely prestressed concrete beam shear capacity failure load cracking shear force

Can Liu Bo Wu

State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, P.R. China

国际会议

2009年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

广州

英文

375-379

2009-11-28(万方平台首次上网日期,不代表论文的发表时间)