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碳纤维布加固钢结构有效粘结长度的试验研究 总被引:2,自引:3,他引:2
由于腐蚀、疲劳和机械损伤,在役的钢结构中存在不同程度的缺陷和损伤.为了弥补传统钢结构加固方法的缺点,寻求高效的钢结构加固方法迫在眉睫.纤维增强复合材料(FRP)具有优异的性能,在钢结构的损伤部位粘贴FRP具有很多优势.但是到目前国内外(尤其是国内)对粘贴FRP加固损伤钢结构技术的研究和应用涉足甚少.本文对粘贴碳纤维布加固损伤钢结构的受力性能进行了研究,并对碳纤维布与钢结构之间的粘结应力分布规律进行了测量和分析,最后得出了碳纤维布加固钢结构时的有效粘结长度. 相似文献
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为了探讨不同种类纤维增强复合材料(FRP)增强带裂缝混凝土的断裂性能,开展了芳纶纤维增强复合材料(AFRP)、碳纤维增强复合材料(CFRP)和玻璃纤维增强复合材料(GFRP)增强带裂缝混凝土梁的三点弯曲试验,分析了其断裂性能参数.结果表明:相对于普通混凝土梁试件,FRP对带裂缝混凝土梁的阻裂加固效果更明显;CFRP增强混凝土梁的起裂荷载和失稳荷载均大于AFRP与GFRP增强混凝土梁,CFRP的阻裂增强效果最佳;AFRP增强混凝土梁和CFRP增强混凝土梁的破坏形式均为试件底部混凝土 FRP界面的剥离破坏,GFRP增强混凝土梁的破坏形式为试件底部GFRP的拉断破坏;通过对不同FRP增强混凝土梁阻裂加固机理的分析,计算得出CFRP增强混凝土梁的起裂韧度和失稳韧度最大,且CFRP价格适中,因此使用CFRP对带裂缝混凝土梁进行增强加固的性价比最优. 相似文献
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纤维增强复合材料(以下简称FRP)是当今加固工程研究热点之一,混合纤维材料(以下简称HFRP)和碳纤维材料(以下简称CFRP)加固修复混凝土结构已广泛应用于实际工程,相应理论与试验也较完善。国内外用CFRP和GFRP加固钢结构的试验研究较少。本文以GFRP和CFRP加固无损钢梁试验为基础,研究粘结不同种FRP情况下钢梁的荷载一位移曲线和承载力,以此确定粘贴GFRP和CFRP是否能有效地改善钢梁的受力性能。最后对工程加固钢梁提出参考。 相似文献
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《钢结构》2012,(10):84
在过去的20年中,纤维增强复合材料凭借其高强重比和良好的抗腐蚀性等独特优势,逐渐获得在实际土木工程应用中的广泛认可。特别是对使用纤维增强复合材料在加固混凝土结构方面进行了广泛研究。最近,使用纤维增强复合材料来加固现有的钢结构的方法引起了关注。文章首先对合理开发使用纤维增强复合材料来加固钢结构的方法进行讨论。之后对现有的运用纤维增强复合材料加固的钢结构的研究进行评论和阐述。评论涵盖的论题包括钢材表面粘合剂处理、粘合剂的挑选、纤维增强塑料和钢材之间的粘结性能及其合适的建模、钢梁抗弯加固、钢结构抗疲劳加固、薄壁钢结构的抗局部屈曲的加固、以及通过外部纤维增强塑料对中空管或混凝土填充钢管进行加固。文章最后对未来需进一步研究的问题进行了展望。 相似文献
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《Thin》2013
Cold-formed stainless steel tubular structural members which may experience web crippling failure due to localise concentrated loads or reactions are investigated. A series of tests on fibre-reinforced polymer (FRP) strengthening of cold-formed stainless steel tubular structural members subjected to End-Two-Flange and Interior-Two-Flange loading conditions is presented. The strengthening only applied to a localise area of the members under concentrated load. A total of 58 web crippling tests were conducted. The investigation mainly focused on the effects of different surface treatment, different adhesive, and FRP for strengthening of stainless steel tubular sections against web crippling. The behaviour of stainless steel members strengthened by different widths of FRP plate against web crippling has been also investigated in this study. The test specimens consisted of ferritic stainless steel EN 1.4003 square and rectangular hollow sections. Two different surface treatments were considered. Furthermore, six different adhesives and six different FRPs were also considered in this study. The properties of adhesive and FRP as well as the bonding between the FRP and stainless steel tube have significant influence on the effectiveness of the strengthening. Most of the strengthened specimens were failed by debonding of FRP plates form the stainless steel tubes. Six different failure modes were observed in the tests, namely the adhesion, cohesion, combination of adhesion and cohesion, interlaminar failure of FRP plate, FRP delaminating failure and web crippling failure. The failure loads, failure modes, and the load-web deformation behaviour of the ferritic stainless steel sections are presented in this study. It was found that the web crippling capacity of ferritic stainless steel tubular sections may increase up to 51% using FRP strengthening. 相似文献
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设计了40组试件,分别对20,30,50,60,70℃五种不同养护温度和0.8ΔF、1.0ΔF、1.2ΔF三种不同荷载幅下,两种FRP加固钢结构用黏结剂的疲劳性能进行试验研究,通过对两种不同黏结剂在不同养护温度和不同应力幅下的疲劳性能对比,分析养护温度和荷载幅对黏结剂疲劳循环寿命的影响程度,得到较为适宜的养护温度范围为30~50℃,对工程实践具有实际指导意义。 相似文献
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This paper presents a technique used to evaluate the shear and peel stiffness of an adhesive system that bonds fiber reinforced plastic (FRP) and steel sections. The technique combines experimental results and analytical solutions and involves the simulation of the shear and peel behavior of the adhesive through two continuous spring systems. The experiments involve shear lap testing of FRP sheets bonded to hollow steel sections. A closed form analytical solution was derived for both the in-plane and out-of-plane behavior of the tested FRP sheets. The measured in-plane load-displacement relations were incorporated into the closed form solution to evaluate the spring constant simulating the shear behavior of the adhesive. The out-of-plane behavior of the FRP sheets was identified experimentally through outer face strain and out-of-plane displacement measurements. A curve fitting approach in which the closed form analytical solution was fitted to the measured out-of-plane displacement profile was then used to evaluate the spring constant simulating the peel behavior of the adhesive. The study focused on a methacrylate adhesive system since preliminary investigation has shown it is suitable for applications involving bonding plastic and metal surfaces. The spring constants evaluated in this study can be used to perform detailed modeling of a bonded FRP/steel connection under a general state of loading. 相似文献
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对FRP加固钢板的界面应力进行了有限元分析,并对胶层弹性模量、FRP厚度以及组合胶层进行了参数研究,结果表明:FRP端部存在应力集中,剪应力和正应力随胶层弹性模量、FRP厚度的增大而变大,采用组合胶层可以改善端部受力状态。 相似文献
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Over the past two decades, fiber-reinforced polymer (FRP) composites have gradually gained wide acceptance in civil engineering applications due to their unique advantages including their high strength-to-weight ratio and excellent corrosion resistance. In particular, many possibilities of using FRP in the strengthening and construction of concrete structures have been explored. More recently, the use of FRP to strengthen existing steel structures has received much attention. This paper starts with a critical discussion of the use of FRP in the strengthening of steel structures where the advantages of FRP are appropriately exploited. The paper then provides a critical review and interpretation of existing research on FRP-strengthened steel structures. Topics covered by the review include steel surface preparation for adhesive bonding, selection of a suitable adhesive, bond behavior between FRP and steel and its appropriate modeling, flexural strengthening of steel beams, fatigue strengthening of steel structures, strengthening of thin-walled steel structures against local buckling, and strengthening of hollow or concrete-filled steel tubes through external FRP confinement. The paper concludes with comments on future research needs. 相似文献
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为揭示HB-FRP(hybrid bonded fiber reinforced polymer)加固混凝土结构多作用组合工作机制,设计了5组黏结作用组合试验.基于实测荷载-滑移关系、应变分布、黏结-滑移关系开展了界面黏结特性研究,提出组合界面黏结-滑移统一模型和黏结荷载表达式.结果表明:HB-FRP加固混凝土组合作用可拆分为FRP黏结混凝土、侧压力和FRP黏结钢板;组合界面的黏结应力发展不同步,FRP板下表面与混凝土的剥离早于FRP板上表面与钢板的剥离,叠合工作时序不同;由侧压力引起的界面摩擦应力随界面应力的发展而增加并趋于稳定;理论模型结果与试验结果具有较好的一致性,可用于计算组合界面的黏结荷载. 相似文献