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Discussion on the Influencing Factors of Cracking Bending Moment in Prestressed Concrete Hollow Slab

机译:预应力混凝土空洞板裂解弯矩裂缝的影响因素探讨

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The numerical analysis method is applied to simulate the whole process of bending. Keeping the section dimensions and the types of loads constant in prestressed concrete hollow slab with mid-strength spiral-rib steel wire, strength of concrete, strength of steel bar, reinforcement ratio, span-depth ratio and stretching control stress are analyzed and compared. The influence of strength of concrete, strength of steel bar, reinforcement ratio, span-depth ratio and stretching control stress on ratio of cracking bending moment and design bending moment of prestressed concrete hollow slab is discussed by numerical simulation.
机译:数值分析方法应用于模拟弯曲的整个过程。在预应力混凝土空心板中保持截面尺寸和载荷恒定,分析了混凝土强度,钢筋强度,钢筋强度,跨度深度比和拉伸控制应力。用数值模拟讨论了混凝土强度,钢筋强度,钢筋强度,跨度深度比和拉伸控制应力与预应力混凝土空洞板的裂缝弯矩和设计弯矩比率的影响。

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