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新桥规考虑混凝土影响后受扭构件强度计算
Torsional Strength Calculation Method Taking into Account ofConcrete′sEffect
【摘要】 与现行《公路钢筋混凝土及预应力混凝土桥涵设计规范》相比,新修订的《公路钢筋混凝土及预应力混凝土桥涵设计规范》对矩形和箱形截面钢筋混凝土纯扭构件及承受弯剪扭构件的承载力计算作了较大的改动。在推荐的公式中修正了纵向钢筋与箍筋的配筋强度比的取值并充分考虑了混凝土的抗扭作用,并通过设计实例说明了新设计方法的优越性。
【Abstract】 Significant improvement has been made of calculating the design value of the torsional strength of rectangular and box section under the new version of Design Specifications for Highway RC Bridge and Culvert.In comparson to the current version(JTJ023-85),a new formula for calculating the design value of torsional strength is provided in the revised Specifications taking into account the effect of the concrete,and it has modified the strength ratio between the longitudinal bar and the stirrup.Design examples are given to illustrate the advantages of the new method.
【Key words】 Bridge engineering; Action of bending; Shearing and torsion; Torsional capacity of concrete; Ratio of reinforcement;
- 【文献出处】 公路交通科技 ,Journal of Highway and Transportation Research and Development , 编辑部邮箱 ,2004年02期
- 【分类号】U448
- 【下载频次】106