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三跨预应力混凝土连续梁弯曲性能试验研究
引用本文:柳惠芬,李国平,冷金荣. 三跨预应力混凝土连续梁弯曲性能试验研究[J]. 结构工程师, 2007, 23(2): 69-74
作者姓名:柳惠芬  李国平  冷金荣
作者单位:同济大学桥梁工程系,上海,200092;同济大学桥梁工程系,上海,200092;同济大学桥梁工程系,上海,200092
摘    要:为了研究三跨预应力混凝土连续梁的弯曲性能、极限受力状态及内力重分布规律,进行了连续梁模型试验,详细记录了模型梁从加载到破坏的混凝土应变、钢筋应变、梁的变形、支座反力和梁的内力重分布随荷载的变化规律.结果表明:连续梁在各个截面均将发生内力重分布,重分布方向总是朝着非加载跨,且重分布的最大幅度并不一定出现在结构破坏时.

关 键 词:预应力混凝土  连续梁  模型试验  弯矩重分布
收稿时间:2006-12-18
修稿时间:2006-12-18

Experimental Study on Flexural Behavior of 3-Span PC Continuous Beams
LIU Huifen,LI Guoping,LENG Jinrong. Experimental Study on Flexural Behavior of 3-Span PC Continuous Beams[J]. Structural Engineers, 2007, 23(2): 69-74
Authors:LIU Huifen  LI Guoping  LENG Jinrong
Affiliation:Department of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:In order to investigate the flexural behavior , ultimate bearing state and internal force redistribution of 3-span prestressed concrete continuous beams, a model beam test has been carried out. The strain in concrete and reinforcement , the deformation of the beam, the reaction of the bearings and the bending mo- ment redistribution are described in detail. It is shown that the internal force will redistribute at each section, the redistribution direction will point to the non - load span, and the maximum range of the redistribution does not always occur at the state of collapse.
Keywords:prestressed concrete   continuous beam   model test   bending moment redistribution
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