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碳纤维布(CFRP)与钢结构粘结性能的试验研究
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(天津市建筑科学研究院,天津 300193)

作者简介:

齐爱华

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TU375.1

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Experimental Study on the Bonding Performance between Carbon Fiber Reinforced Polymer (CFRP) and Steel Structures
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(Tianjin Academy of Building Research Co., Ltd.,Tianjin 300193,china)

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    摘要:

    采用弯拉试验方法对碳纤维布与钢构件粘结性能进行了试验。研究了碳纤维布粘贴厚度、宽度与长度对粘结强度的影响。试验结果表明:随着粘贴厚度的增加,极限承载力逐渐增加,但不是简单的线性关系;随着粘贴宽度与钢试件的宽度比值增加,极限承载力逐渐降低;纤维布与钢结构的有效粘结长度大约在120~150mm之间

    Abstract:

    The bending tensile test method was used to test the bonding performance between carbon fiber cloth and steel components. The effects of thickness, width, and length of carbon fiber cloth on bonding strength were studied. The experimental results indicate that as the adhesive thickness increases, the ultimate bearing capacity gradually increases, but it is not a simple linear relationship; As the ratio of adhesive width to the width of the steel specimen increases, the ultimate bearing capacity gradually decreases; The effective bonding length between fiber cloth and steel structure is approximately 120-150mm

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引用本文

Qi Aihua, Zhang Zhenhua Experimental Study on the Bonding Performance between Carbon Fiber Reinforced Polymer (CFRP) and Steel Structures. Prestress Technology 2009,13(03):9-12. 10.59238/j. pt.2009.03.002

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  • 在线发布日期: 2023-08-10
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