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Durability performance and long-term prediction models of sand-coated basalt FRP bars

机译:砂岩玄武岩FRP棒的耐久性能及长期预测模型

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摘要

Basalt-fiber-reinforced polymer (BFRP) bars are expected to provide benefits that are comparable or superior to other types of FRP while being significantly cost-effective. However, extensive investigations are needed to evaluate the long-term characteristics and durability performance of these bars. This article presents an experimental study that investigated the physical, mechanical, microstructural, and durability characteristics of newly developed basalt-fiber-reinforced polymer (BFRP) bars. The physical, mechanical properties and micro structural characteristics were evaluated first on the unconditioned BFRP bars. The durability performance of the BFRP bars was then assessed by conducting the mechanical tests, such as transverse-shear test, flexural test, and interlaminar-shear test, on the specimens after different exposure periods (1000; 3000; and 5000 h) at 60 degrees C. Thereafter, the BFRP bar properties were assessed and compared with the values obtained on the unconditioned specimens. The test parameter was conditioning time (1000; 3000; and 5000 h). The test results revealed that the unconditioned BFRP bars had the best physical properties. On the other hand, the long-term durability performance revealed that the transverse shear-strength, flexural-strength, and interlaminar shear-strength retention were decreased by 12%, 19%, and 21%, respectively.
机译:玄武岩纤维增强聚合物(BFRP)钢筋有望提供与其他类型的FRP相当或更高的优势,同时具有显着的成本效益。但是,需要进行大量研究以评估这些钢筋的长期特性和耐久性能。本文提供了一项实验研究,研究了新开发的玄武岩纤维增强聚合物(BFRP)钢筋的物理,机械,微观结构和耐久性特征。首先在未处理的BFRP棒上评估了物理,机械性能和微观结构特征。然后,在60°C的不同暴露时间(1000、3000和5000h)之后,通过对样品进行机械测试(例如横向剪切测试,弯曲测试和层间剪切测试)来评估BFRP钢筋的耐久性能。此后,评估BFRP钢筋的性能,并将其与未处理试样上获得的值进行比较。测试参数是调节时间(1000; 3000;和5000 h)。测试结果表明,未经处理的BFRP钢筋具有最佳的物理性能。另一方面,长期耐久性能表明,横向剪切强度,弯曲强度和层间剪切强度保持率分别降低了12%,19%和21%。

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