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玻璃纤维增强塑料树脂锚杆耐久性及粘结性能的试验研究

Experimental Study on Durability and Bond Properties of GFRP Resin Bolts.

作者信息

Lin Mingan, Zhang Fuming, Wang Wei

机构信息

School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China.

Institute of Defense Engineering, Academy of Military Sciences (AMS), People's Liberation Army (PLA), Beijing 100036, China.

出版信息

Materials (Basel). 2024 Jun 9;17(12):2814. doi: 10.3390/ma17122814.

Abstract

Glass fiber-reinforced polymer (GFRP) anchor bolts are a new type of high-performance nonmetallic anchor with significantly higher tensile strength, a lighter weight, better corrosion resistance, and a lower cost than steel bars. Therefore, exploring the durability and bonding performance of GFRP anchor systems is of great importance for the structural design of protective engineering, especially in coastal environments. However, insufficient research has been conducted on the durability of GFRP resin bolts in seawater conditions, with no universal standard on the pullout testing of GFRP bolts. To study the durability and bonding performance of GFRP resin bolts, durability experiments were conducted in this work using artificial seawater, and the pullout tests were conducted using a large-scale concrete platform with different compressive strengths (21.2, 40.8, and 61.3 MPa). The results of the durability experiments indicated that the strength variations of the GFRP rods and epoxy resin materials in artificial seawater environments were less than 5%. Subsequently, indoor pullout tests using steel tubes filled with epoxy resin were conducted, and the test results indicated a critical anchor length value. Pullout tests of the GFRP resin bolts embedded in large-scale concrete blocks were also conducted with different strengths. According to the test results, all GFRP resin bolts embedded in the three concrete blocks with different compressive strengths exhibited rod fracture failure. The failure mode was not controlled via the compressive strength of the concrete blocks due to the high bonding strength between the resin and the rod, as well as between the resin and the concrete. Therefore, this GFRP resin anchor system could fully utilize the tensile strength of GFRP rods. This research offers significant practical value in verifying the safety and reliability of GFRP resin bolts in corrosive marine service environments, and it contributes to the application and development of GFRP materials in the engineering field, serving as a valuable reference for the structural design and further study of GFRP bolts.

摘要

玻璃纤维增强聚合物(GFRP)锚杆是一种新型高性能非金属锚杆,其抗拉强度显著高于钢筋,重量更轻,耐腐蚀性更好,成本更低。因此,研究GFRP锚杆系统的耐久性和粘结性能对于防护工程的结构设计具有重要意义,特别是在沿海环境中。然而,关于GFRP树脂锚杆在海水条件下的耐久性研究不足,且GFRP锚杆的拉拔试验尚无通用标准。为研究GFRP树脂锚杆的耐久性和粘结性能,本研究采用人工海水进行了耐久性试验,并使用不同抗压强度(21.2、40.8和61.3MPa)的大型混凝土平台进行了拉拔试验。耐久性试验结果表明,GFRP杆和环氧树脂材料在人工海水环境中的强度变化小于5%。随后,进行了室内钢管填充环氧树脂的拉拔试验,试验结果表明了临界锚固长度值。还对埋入不同强度大型混凝土块中的GFRP树脂锚杆进行了拉拔试验。根据试验结果,埋入三种不同抗压强度混凝土块中的所有GFRP树脂锚杆均发生杆体断裂破坏。由于树脂与杆体以及树脂与混凝土之间的粘结强度较高,破坏模式不受混凝土块抗压强度的控制。因此,这种GFRP树脂锚杆系统能够充分利用GFRP杆的抗拉强度。本研究对于验证GFRP树脂锚杆在腐蚀性海洋服役环境中的安全性和可靠性具有重要的实用价值,有助于GFRP材料在工程领域的应用和发展,为GFRP锚杆的结构设计和进一步研究提供了有价值的参考。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e815/11204529/fe21eec72b01/materials-17-02814-g001.jpg

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