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Experimental study on bond behavior of corroded rebars coated by anti-corrosive materials in polymer cement mortar

机译:抗腐蚀材料在聚合物水泥砂浆中腐蚀钢筋粘结行为的实验研究

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This study investigates the bond behavior of anti-corrosive coated corroded rebars in a polymer cement mortar (PCM) as a common patching material to repair corrosion-induced damaged reinforced concrete structures. Cementitious and epoxy types of anti-corrosive coating materials are utilized. The corroded rebars are prepared by accelerated corrosion test in laboratory with a 5-10% target corrosion degree. The single effect of the coating materials on the bond behavior is investigated using coated round and deformed rebars. The combined effects of the corrosion and the coating materials are investigated using coated corroded deformed rebars. To thoroughly understand the bond behavior and mechanism, the effects of the corrosion and the coating materials on the change in the geometrical properties and surface roughness of the rebars are quantitatively analyzed by laser scanning tests. Finally, a two-end pull-out test is conducted to measure and investigate the bond-slip relationship, ultimate bond strength, bond toughness, and bond ductility.Similar to the findings on cementitious coated deformed rebar confined in concrete in a previous study by the authors, the results of the current study revealed that in the PCM, the cementitious coated rebar presents promising good bond performance regardless of the corrosion degree compared to the epoxy coated rebar. This is because when the ribs of the deformed rebars would deteriorate owing to corrosion, the rough surface of a cementitious coated rebar can sustain well its bond performance compared with the smooth and glassy surface of an epoxy coated rebar. Moreover, the direct effect of the surface roughness characteristics of these coating materials is clarified using coated round rebars. Consequently, the cementitious coated rebar achieves a considerably higher bond strength with a brittle behavior than the epoxy coated rebar, which presents a ductile behavior.
机译:在聚合物水泥砂浆(PCM)作为共同的修补材料的抗腐蚀性涂层的腐蚀钢筋的修理本研究探讨粘结性能腐蚀引起的损坏的钢筋混凝土结构。水泥和环氧树脂类型的抗腐蚀涂层的材料被使用。被腐蚀的钢筋是由加速腐蚀试验制备实验室用5-10%的目标腐蚀程度。涂覆材料的对粘结性能的单一效果是使用涂覆的圆和变形钢筋调查。腐蚀的组合效果和涂层材料使用包被腐蚀变形钢筋调查。以彻底了解粘结性能和机制,腐蚀对在钢筋的几何性质和表面粗糙度的变化的影响和涂覆材料通过激光扫描测试定量分析。最后,两端拉出测试以测量并调查粘结滑移关系,最终粘结强度,韧性键和键合到ductility.Similar通过限制在混凝土在先前的研究水泥涂覆变形钢筋的调查结果作者表示,目前的研究结果表明,在PCM中,粘结性涂层钢筋的礼物相比,环氧涂层钢筋无论腐蚀程度的承诺良好的粘结性能。这是因为当所述变形钢筋的肋将恶化由于腐蚀,水泥质涂覆钢筋的粗糙表面能与环氧树脂涂覆钢筋的光滑和玻璃状表面相比维持其良好粘结性能。此外,这些涂层材料的表面粗糙度特性的直接效果是使用涂覆圆钢筋澄清。因此,该水泥涂覆钢筋实现具有比环氧树脂涂覆钢筋,其呈现一个延展性的脆性行为相当高的粘结强度。

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