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波形钢腹板PC组合箱梁桥的正截面抗弯计算
引用本文:朱万勇. 波形钢腹板PC组合箱梁桥的正截面抗弯计算[J]. 交通标准化, 2011, 0(17): 124-128
作者姓名:朱万勇
作者单位:河北省交通规划设计院,河北石家庄,050011
摘    要:分析波形钢腹板组合箱梁受力特性的已有研究成果,根据弯曲理论推导出波形钢腹板PC组合箱梁桥正截面抗弯计算公式,并给出相应的算例。研究证明,该计算方法简单可行。

关 键 词:组合箱梁桥  波形钢腹板  抗弯计算

Calculation of Bending Resistance of Prestressed Concrete Box-Girder Bridge with Corrugated Steel Webs
ZHU Wan-yong. Calculation of Bending Resistance of Prestressed Concrete Box-Girder Bridge with Corrugated Steel Webs[J]. Communications Standardization, 2011, 0(17): 124-128
Authors:ZHU Wan-yong
Affiliation:ZHU Wan-yong(Hebei Provincial Communications Planning & Design Institute,Shijiazhuang 050011,China)
Abstract:On the basis of research results of the flexural behavior of the prestressed concrete box-girder bridge with corrugated steel webs,the formula of the bending resistance of the prestressed concrete box-girder bridge with corrugated steel webs was deduced on elementary beam flexure theory,and a corresponding example is proposed.The research proved that the calculation method was simple and feasible.
Keywords:composite box-girder bridge  corrugated steel webs  calculation of bending resistance  
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