黄玲. 非抗震钢筋混凝土受弯构件最小配筋率分析[J]. 南昌航空大学学报(自然科学版), 2005, 19(1): 31-34.
引用本文: 黄玲. 非抗震钢筋混凝土受弯构件最小配筋率分析[J]. 南昌航空大学学报(自然科学版), 2005, 19(1): 31-34.
HUANG Lin. A study of minimal ratio of tensile reinforcement in reinforced concrete beam[J]. Journal of nanchang hangkong university(Natural science edition), 2005, 19(1): 31-34.
Citation: HUANG Lin. A study of minimal ratio of tensile reinforcement in reinforced concrete beam[J]. Journal of nanchang hangkong university(Natural science edition), 2005, 19(1): 31-34.

非抗震钢筋混凝土受弯构件最小配筋率分析

A study of minimal ratio of tensile reinforcement in reinforced concrete beam

  • 摘要: 钢筋混凝土梁的配筋率是影响承载力的主要因素,配筋率的变化会使梁的承载力和受力性能都发生变化.本文通过对新旧混凝土结构设计规范中受弯构件最小配筋率的对比,对新旧规范的取值调整进行了理论分析,为广大工程设计人员加深对新规范的理解提供理论参考.

     

    Abstract: The ratio of longitudinal tensile reinforcement in the reinforced concrete beams is the main factor influencing the bearing force.The change of the ratio of reinforcement will result in the change of the bearing force and the bearing performance.This paper,by comparing the minimal ratios of tensile reinforcement in the reinforced concrete beams stipulated in the new and old codes for the design of the concrete reinforcement,discusses the problem of adopting ratio of reinforcement in order to provide reference for the designers to understand the new codes.

     

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