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缓粘结预应力混凝土梁受弯试验研究
引用本文:尚仁杰,张强,周建锋,曾昭波.缓粘结预应力混凝土梁受弯试验研究[J].工业建筑,2008,38(11).
作者姓名:尚仁杰  张强  周建锋  曾昭波
作者单位:中国京冶工程技术有限公司,中冶集团建筑研究总院
摘    要:介绍了缓粘结预应力筋的构造和工作原理,通过3根缓粘结预应力混凝土梁的受弯试验研究了其开裂弯矩、极限弯矩、裂缝分布和荷载-挠度关系等缓粘结预应力混凝土梁的受力性能,并与有粘结和无粘结预应力理论计算结果进行了对比分析,得出缓粘结预应力混凝土梁的受弯规律,为缓粘结预应力混凝土梁的设计计算提供了参考。

关 键 词:缓粘结  预应力混凝土  试验研究

EXPERIMENTAL STUDY ON RETARD-BONDED PRESTRESSED CONCRETE BEAMS IN BENDING
Shang Renjie,Zhang Qiang,Zhou Jianfeng,Zeng Zhaobo.EXPERIMENTAL STUDY ON RETARD-BONDED PRESTRESSED CONCRETE BEAMS IN BENDING[J].Industrial Construction,2008,38(11).
Authors:Shang Renjie  Zhang Qiang  Zhou Jianfeng  Zeng Zhaobo
Abstract:The structure and the working principle of the retard-bonded prestressing tendon were introduced.The cracking moments,ultimate moments,crack distribution and load-deflection graphs of retard-bonded post prestressed concrete beams were studied through the experiment of 3 beams.The experimental results were compared with the theoretical and experimental results of bonded and un-bonded prestressed concrete beams,by which the bending law of retard-bonded post prestressed concrete beam was obtained and can be referenced in the designing of retard-bonded post prestressed concrete beams.
Keywords:retard-bonded prestressed concrete experimental study
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