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首页> 外文期刊>Journal of Composites for Construction >Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures
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Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures

机译:混凝土结构中外部粘结CFRP体系的粘结耐久性因子

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摘要

Lack of understanding and confidence in the long-term performance of externally bonded fiber-reinforced polymer (FRP) composites in concrete structures still inhibits their application in repair of aged structures. While synergistic effects of multiple exposure conditions can be severe, it is generally agreed that the single most significant issue with externally bonded FRP composites is their susceptibility to degradation when exposed to moisture. This research utilized small-beam three-point bending test specimens to study FRP-concrete bond performance when subjected to accelerated conditioning environments (immersion in water and exposure to high humidity at elevated temperatures). Bond strength retention (Rb) was determined by dividing the conditioned strength by the average control strength. Test results from the present research were combined with other test data to form a database of over 700 test results. By utilizing an apparent analogy of FRP-concrete bonded systems to adhesive anchors, a bond durability factor (BDF) that quantifies loss in bond capacity due to accelerated conditioning is determined equivalently as a characteristic test value for adhesive anchors. Given their resistance to the environment, only carbon-fiber-reinforced polymer (CFRP) composites were examined. For the purpose of the analyses, and based on available data, it was determined that all CFRP systems may be split into three categories: wet-layup without putty, wet-layup with putty, and precured laminate. BDF corresponding to wet-layup without putty was determined to be 0.60. BDF for wet-layup with putty was not established due to the observed sensitivity to increasing conditioning temperature. CFRP laminate specimens failed prematurely by composite rupture or at the adhesive-composite interface; BDF was not determined as long term durability data corresponding to FRP-concrete bond failure mode was not available. (C) 2015 American Society of Civil Engineers.
机译:对外部粘结的纤维增强聚合物(FRP)复合材料在混凝土结构中的长期性能缺乏了解和信心仍然限制了它们在老化结构的修复中的应用。尽管多种暴露条件的协同作用可能很严重,但普遍认为,外部粘合的FRP复合材料最重要的一个问题是暴露于湿气时易于降解。这项研究利用小光束三点弯曲测试样品研究了在加速的调节环境(浸入水中和在高温下暴露于高湿度)下的FRP-混凝土粘结性能。通过将条件强度除以平均对照强度来确定粘合强度保持率(Rb)。本研究的测试结果与其他测试数据相结合,形成了包含700多个测试结果的数据库。通过使用FRP-混凝土粘结系统与粘合剂锚钉的明显类比,等效地确定了量化由加速调节引起的粘结能力损失的粘结耐久性因子(BDF),作为粘合剂锚钉的特性测试值。考虑到它们对环境的抵抗力,仅检查了碳纤维增强聚合物(CFRP)复合材料。出于分析的目的,并基于可用数据,已确定可以将所有CFRP系统分为三类:无腻子的湿法铺层,有腻子的湿法铺层和预固化层压板。对应于没有腻子的湿式铺层的BDF被确定为0.60。由于观察到的对调节温度升高的敏感性,未建立用于腻子湿铺的BDF。 CFRP层压板样品因复合材料断裂或在胶粘剂-复合材料界面过早损坏;未确定BDF,因为没有对应于FRP-混凝土粘结破坏模式的长期耐久性数据。 (C)2015年美国土木工程师学会。

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