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曲线预应力钢绞线理论伸长值分段计算探讨
作者:
作者单位:

(1.江西省公路桥梁工程局;2.江西省吉安公路局直属分局;)

作者简介:

彭爱红

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TU378

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Discussion on Segmental Calculation of Theoretical Elongation Value of Curved Prestressed Steel Strand
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(1.Jiangxi Provincial Highway and Bridge Engineering Bureau;2. Jiangxi Ji'an Highway Bureau Direct Branch;)

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    摘要:

    本文通过以20m预应力空心板的钢绞线的理论伸长值的计算为例,详细介绍了预应力筋在呈曲线分布时理论伸长值的分段计算方法,并通过与不分段计算理论伸长值的比较,得出了预应力筋在呈曲线分布时理论伸长值分段计算的重要性

    Abstract:

    In this paper, by taking the calculation of theoretical elongation value of strand of 20m prestressed hollow core slab as an example, the segmental calculation method of theoretical elongation value of prestressing tendons in curved distribution is introduced in detail, and by comparing with the theoretical elongation value of the non-segmental calculation, it is concluded that the importance of segmental calculation of theoretical elongation value of prestressing tendons in curved distribution is achieved.

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引用本文

Peng Aihong, Hong Jianyun Discussion on Segmental Calculation of Theoretical Elongation Value of Curved Prestressed Steel Strand. Prestress Technology 2007,11(05):8-10. 10.59238/j. pt.2007.05.002

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  • 在线发布日期: 2023-08-10
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