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预应力T形截面构件在弯扭组合作用下的试验研究
引用本文:马云昌 ,孙洁.预应力T形截面构件在弯扭组合作用下的试验研究[J].合肥工业大学学报(自然科学版),1991(3).
作者姓名:马云昌  孙洁
摘    要:本文通过五根预应力T形截面构件在弯扭组合作用下的试验,探讨了扭弯比对构件的破坏特征、扭转刚度、弯曲刚度等的影响,分析了预应力的作用,并提出了预应力T形截面构件的弯扭相关曲线。

关 键 词:预应力砼  扭转  弯曲  刚度

THE EXPERIMENTAL STUDY ABOUT THE PRESTRESSED CONCRETE T-BEAMS IN TORSION AND BENDING
Ma Yunchang Sun Jie.THE EXPERIMENTAL STUDY ABOUT THE PRESTRESSED CONCRETE T-BEAMS IN TORSION AND BENDING[J].Journal of Hefei University of Technology(Natural Science),1991(3).
Authors:Ma Yunchang Sun Jie
Institution:Ma Yunchang Sun Jie
Abstract:Based on the analysis of the authors' test results of 5 prestressed concrete T-bea-ms subjected to combined torsion and bending, the authors studied the influence of the ratios of torsion to bending on the failure modes, torsional stiffness and flexural stiffness etc. A int eraction curve for prestressed concrete T-beams was put forward.
Keywords:prestressed concrete  torsion  bending  stiffness  
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