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部分预应力混凝土圆洞梁抗剪性能的试验研究
引用本文:段建中.部分预应力混凝土圆洞梁抗剪性能的试验研究[J].合肥工业大学学报(自然科学版),1992(4).
作者姓名:段建中
摘    要:本文进行了十根部分预应力混凝土和二根普通钢筋混凝土矩形截面圆洞梁的试验,分析了圆洞尺寸、间距以及孔洞周围腹筋数量对于梁抗剪性能和抗剪承载力的影响。基于试验结果,提出了一些建议。

关 键 词:部分预应力混凝土  圆洞  裂缝  抗剪承载力

EXPERIMENTAL STUDY ON SHEAR BEHAVIOUR OF PARTIALLY PRESTRESSED CONCRETE WITH CIRCYLAR WEB OPENINGS
Duan Jianzhong.EXPERIMENTAL STUDY ON SHEAR BEHAVIOUR OF PARTIALLY PRESTRESSED CONCRETE WITH CIRCYLAR WEB OPENINGS[J].Journal of Hefei University of Technology(Natural Science),1992(4).
Authors:Duan Jianzhong
Institution:Duan Jianzhong
Abstract:In this paper, according to the test results of ten partially prestressed concrete and two reinforced concrete rectangular beams with circular openings, the influence of the size and the spacing of opeings, and the amount of reinforcement around openings on shear behaviour is studied. Based on these results, Some recommendations are presented.
Keywords:Partially prestressed concrete  circular opening  erack  shear strength    
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