首页> 外文会议>The 3rd International Conference on The Concrete Future(第三届混凝土未来国际会议) >STUDY ON CALCULATION METHOD OF THE ULTIMATE TORQUE OF STEEL FIBER CONCRETE EDGE BEAMS IN TORSION
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STUDY ON CALCULATION METHOD OF THE ULTIMATE TORQUE OF STEEL FIBER CONCRETE EDGE BEAMS IN TORSION

机译:钢纤维混凝土边梁扭转极限扭矩计算方法的研究

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In this paper, basing on the mechanical capacity of steel fiber reinforced concrete(SFRC) beams in torsion and considering the influence of the steel fiber, formulas on the tensile stress of longitudinal steel, stirrups and steel fibers in section, the formulas of ultimate torque of the beams are given using the variable angle space truss analogy. Then the prediction results are compared with those of the test, and the calculation precision of the formulas is high. So that the formulas have advantages of high precision, clear concept and can joint with the calculation formulas on ultimate torque of common reinforced concrete beams as well, so it can provide some valuable references to be used in practice.
机译:本文基于钢纤维混凝土(SFRC)梁在受扭状态下的力学性能,考虑钢纤维的影响,对纵向钢,箍筋和钢纤维的截面拉力公式进行了计算,得出了极限扭矩公式。使用可变角度空间桁架类比给出梁的束流。然后将预测结果与测试结果进行比较,公式的计算精度很高。该公式具有精度高,概念清晰的优点,并且可以与普通钢筋混凝土梁极限扭矩的计算公式结合使用,可以为实际应用提供一些有价值的参考。

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