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STUDY ON CALCULATION METHOD OF THE ULTIMATE TORQUE OF STEEL FIBER CONCRETE EDGE BEAMS IN TORSION

机译:扭转钢纤维混凝土边缘梁终极扭矩计算方法研究

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摘要

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:本文基于钢纤维钢筋混凝土(SFRC)梁的机械能力,考虑钢纤维的影响,公式对纵向钢,马镫和钢纤维的拉伸应力,矩阵的公式使用可变角度空间桁架类比给出梁。然后将预测结果与试验结果进行比较,并且公式的计算精度高。因此,公式精度高,概念清晰,也可以与计算公式有关普通钢筋混凝土梁的极限扭矩,因此可以提供一些有价值的参考资料。

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