桥梁加固中预应力CFRP板应力损失参数确定及计算方法研究

Qiao Huang, S. Wan, Yushi Shan, Xu Hou
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引用次数: 0

摘要

在参考国内外规范和最新研究成果的基础上,提出了适用于预应力碳纤维增强聚合物(CFRP)板加固桥梁的参数确定方法,确定了关键设计指标和计算系数。对预应力损失的每一项进行了研究,提出了一种新的计算方法,在考虑相关施工工艺和锚固体系的情况下,确定预应力CFRP板的用量和有效应力进行加固设计。以某钢筋混凝土简支梁桥加固工程为例,验证了本文方法的可行性和可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on a Parameter Determination and Calculation Method for the Stress Loss of Prestressed CFRP Plates in Bridge Reinforcemen
On the basis of Chinese and foreign specifications and the latest research findings, an appropriate parameter determination method for bridge reinforcement with prestressed carbon-fiber-reinforced polymer (CFRP) plates was proposed to determine the key design indices and calculation coefficients. Each item of prestress loss was studied and a novel calculation method was proposed to determine the usage amount and effective stress of prestressed CFRP plates for reinforcement design, in consideration of the relevant construction technology and anchorage system. The feasibility and reliability of the suggested method in this paper were verified by using an RC simply supported beam bridge reinforcement project as an example.
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