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预应力混凝土迭合梁裂缝宽度和变形的计算
引用本文:赵顺波,李树瑶.预应力混凝土迭合梁裂缝宽度和变形的计算[J].大连理工大学学报,1993(Z1).
作者姓名:赵顺波  李树瑶
作者单位:华北水利水电学院,华北水利水电学院 邯郸 056021,邯郸 056021
摘    要:通过对现有预应力混凝土迭合梁裂缝宽度和变形试验资料的分析,建立 了与钢筋混凝土迭合梁和部分预应力混凝土梁相衔接的预应力混凝土迭合 梁裂缝宽度和刚度计算公式.本文建议的公式简单实用,与试验结果符合良 好.

关 键 词:预应力混凝土  迭合梁  裂缝  变形

Calculating methods for crack width and deflection of composite prestressed concrete beams
Zhao Shunbo,Li Shuyao.Calculating methods for crack width and deflection of composite prestressed concrete beams[J].Journal of Dalian University of Technology,1993(Z1).
Authors:Zhao Shunbo  Li Shuyao
Abstract:Methods for calculating the crack width and the stiffness of composite prestressed concrete beams,which link up with those of composite reinforced concrete beams and partially prestressed concrete beams, are proposed. These methods are more practical compared with those of the specification GBJ10-89 and in better agreement with the experimental data.
Keywords:prestressed concrete  composite beam  crack  deflection
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