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首页> 外文期刊>Proceedings of the Institution of Civil Engineers >Shear capacity of high-strength concrete beams with their point of inflection within the shear span
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Shear capacity of high-strength concrete beams with their point of inflection within the shear span

机译:高强度混凝土梁在剪切跨度内的抗剪承载力及其拐点

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摘要

The shear strength of concrete does not increase in proportion with the concrete grade. Thus, when high-strength concrete is used in place of normal-strength concrete, the shear capacity of the structure could become critical. In the study presented, the effect of concrete strength on the shear capacity of concrete beams was investigated. As previous research on normal-strength concrete beams has shown that the presence of an inflection point within the shear span can significantly influence the shear capacity, particular effort was made to study this influence in the case of high-strength concrete beams.
机译:混凝土的抗剪强度不会随混凝土等级的增加而增加。因此,当使用高强度混凝土代替普通强度混凝土时,结构的剪切能力可能变得很关键。在提出的研究中,研究了混凝土强度对混凝土梁抗剪承载力的影响。正如先前对正常强度混凝土梁的研究表明,在剪切跨度内存在拐点会显着影响抗剪承载力,因此,在研究高强度混凝土梁的情况下,人们做出了特别的努力来研究这种影响。

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