碳纤维布与钢板粘结性能的研究

World Academy of Science, Engineering and Technology, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering Pub Date : 2009-05-22 DOI:10.1201/9780203970850.CH82

S. Fawzia, M. A. Karim

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引用次数: 9

摘要

-使用外部粘合的碳纤维增强聚合物(CFRP)加固已被证明是一种有效的钢结构加固技术。对CFRP粘结钢板双带连接进行了试验研究，并对试件进行了拉伸试验。采用基于应力的方法建立了CFRP粘结钢结构极限承载力的经验模型。模型计算结果与实验结果具有较好的可比性，具有一定的精度。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Investigation into the Bond between CFRP and Steel Plates

— The use of externally bonded Carbon Fiber Reinforced Polymer (CFRP) reinforcement has proven to be an effective technique to strengthen steel structures. An experimental study on CFRP bonded steel plate with double strap joint has been conducted and specimens are tested under tensile loadings. An empirical model has been developed using stress-based approach to predict ultimate capacity of the CFRP bonded steel structure. The results from the model are comparable with the experimental result with a reasonable accuracy.

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来源期刊

World Academy of Science, Engineering and Technology, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering

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