By using yield line theory, the calculation formulas of shear and flexural capacity are given.

运用屈服线理论提出节点抗弯 、 抗剪承载力计算公式.

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Formula for flexural capacity is established considering initial strain or not based on different failure models.

根据加固梁不同的破坏模式建立了相应的抗弯承载力计算公式以及考虑初始应变的承载力计算公式.

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