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STABILITY OF FLEXURAL CRACKS IN PARTIALLY PRESTRESSED CONCRETE I-BEAMS

机译:部分预应力工字梁中的挠性裂纹的稳定性

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Assuming non-linear stress-blocks for concrete in compression and tension, variation cf resisting moment of a prestressed concrete beam of I-section has been studied with the gradual penetration of a flexural crack. The range of instability at the crack i
机译:假设混凝土在压缩和拉伸中存在非线性应力块,则随着弯曲裂缝的逐渐渗透,研究了I型截面预应力混凝土梁的抗弯矩变化。裂纹的不稳定性范围

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