拉挤型FRP管轴向压缩承载性能研究

针对单向纤维增强树脂基复合材料(FRP)压缩强度远低于其拉伸强度的问题,对影响拉挤FRP管轴向压缩承载力的一些因素进行研究,探讨提高拉挤FRP管轴向压缩强度的途径。结果表明,无端部约束情况下增加包裹对提高FRP管承载力效果不明显;端部约束可改变FRP管破坏形式,对提高其承载力效果显著;在端部约束情况下增加包裹也可有效提高FRP管承载力。     

纤维增强复合材料(FRP)筋在土木工程中的应用

纤维增强复合材料(FRP)筋材在土木工程中已经有了较多的应用,本文详细分析了FRP筋材在土木工程中的各个方面的应用,指出了FRP筋材与钢材相比存在的优点以及不足,提出了FRP筋材以后的发展方向.     

几何尺寸与温度对CFRP筋材力学性能的影响

为了研究高温下碳纤维增强复合材料(CFRP)筋材的力学性能,对不同直径的CFRP筋材进行了高温下的三点弯曲性能和压缩性能测试,研究了CFRP筋的破坏形态和机理,分析了直径和温度对CFRP筋材弯曲强度和压缩强度的影响。结果表明,直径对试样弯曲强度和压缩强度的影响不太明显,温度对试样弯曲强度和压缩强度的影响较大;CFRP筋材的强度保留率随着温度的升高而降低。     

嵌入式复材筋加固混凝土桥面板工作性能研究

为了研究表面嵌入式(Near Surface Mounted,简称"NSM")纤维复合筋(FRP筋)加固钢筋混凝土面板的工作性能,对该加固桥面板结构进行试验研究,并通过改变加固筋材类型和加固方式分析其对面板加固效果的影响。通过分析试验结果发现,嵌入式加固能有效提高桥面板承载力,减少面板板底开裂程度和挠度,增强面板刚度,但由于侧向约束刚度的作用筋材类型变化的影响较小。为了深入研究该加固桥面工作机理,对试验模型进行有限元模拟,数值模拟结果与试验结果对比吻合良好。此后采用该数值模型进行参数分析,深入研究混凝土强度、侧向刚度、跨高比、FRP筋弹性模量、加固率、配筋率等结构参数变化对加固桥面板承载性能的影响。参数研究结果表明:侧向刚度和配筋率增加能提高桥面板承载力,但加固效果减弱;桥面板承载力随混凝土强度、加固率和FRP筋弹性模量的增加而提高,但弹性模量变化对桥面承载力提高幅度较小;跨高比增加,桥面板承载力减小,但加固面板承载力提高幅度增长。试验研究和数值分析的结果表明,工程加固时应根据加固面板结构自身材料强度、约束刚度和配筋率选用合理的FRP筋类型和加固率,充分发挥加固材料的作用。     

钢筋混凝土矩形空心墩柱的FRP约束效应研究

为了正确评价纤维增强复合材料(FRP)约束效应对钢筋混凝土(RC)空心墩柱受力性能的影响,首先采用有限元数值模拟方法,对FRP类型、厚度、幅宽和间距参数影响下约束RC矩形空心柱的轴压荷载、约束混凝土压应变、箍筋和FRP拉应变的变化规律进行研究。基于模拟结果,提出一种考虑FRP布环箍和箍筋共同约束效应的侧向约束压力计算公式,进而建立FRP约束混凝土压应力-应变模型。进一步应用提出的FRP约束混凝土模型评价FRP加固矩形空心桥墩的受力性能,并与试验结果对比,两者吻合较好。     

约束钢筋混凝土矩形空心墩的FRP布拉应变试验研究

为了确定影响约束钢筋混凝土(RC)空心墩的纤维增强复合材料(FRP)有效拉应变的参数,建立其正确的计算模型,对10个FRP约束RC矩形空心墩进行了恒轴压、水平单向反复荷载作用下的拟静力试验。分析了不同约束试验空心墩的FRP拉应变实测值,结果表明:影响FRP布拉应变的参数包括约束区损伤位置、FRP类型和配箍率、剪跨比和约束墩的破坏模式。与不同FRP有效拉应变计算值进行对比,验证了弯曲破坏下约束矩形空心墩的FRP实测值与剥离破坏下FRP应变计算结果较接近,而与环向包裹粘贴或FRP拉断破坏模式下的FRP计算值相差较大。     

冻融循环作用下嵌入式BFRP筋与混凝土粘结性能研究

为探究高寒地区冻融循环作用对嵌入式FRP加固混凝土界面粘结耐久性能的影响,针对玄武岩纤维增强复合材料(BFRP)筋嵌入式加固混凝土结构,通过采用环氧树脂胶(EP)和高韧性纤维增强水泥基复合材料(ECC)作为粘结材料的嵌入式FRP筋-从混凝土中拉拔试验,分析冻融循环作用下嵌入式FRP-混凝土相邻层之间的破坏模式和粘结退化机理,研究冻融循环次数、粘结材料、混凝土基体性能对粘结性能的影响。结果表明:不同侵蚀条件下试件破坏模式基本表现为胶基体与混凝土剪切破坏、胶基体劈裂破坏、毗邻混凝土-胶界面混凝土薄层剪切破坏、ECC基体与混凝土剪切破坏、FRP与ECC界面粘结破坏五种破坏模式,试件的极限粘结承载力随着循环次数的增加而呈不同程度的下降,50次循环内对试件粘结性能的影响较小,ECC试件相比环氧树脂胶试件,粘结承载力低,但表现出良好的延性。     

纤维增强塑料筋材

纤维增强塑料（以下简称FRP）筋材,属于对原有FRP筋材的改进。它提供一种纤维增强塑料筋材,包括FRP芯层和FRP筋材所浸渍的基体树脂,在它的芯层外周面,轴向包裹着玻璃纤维膨体纱增强塑料包层。采用本实用新型制得的纤维增强塑料筋材,由于在芯层外周面,轴向包裹有玻璃纤维膨体纱增强塑料包层,因此它可有效地增加纤维增强塑料筋材芯层外表的粗糙度,提高了与混凝土的握裹力,从而提高增强混凝土构件的使用寿命。可取代钢筋用来增强混凝土,广泛用于严酷环境中的建筑物,如海工结构、使用防冻剂的停车场及桥梁等等。     

BFRP约束方形混凝土柱轴心受压强度模型

目前,FRP(纤维增强复合材料)约束混凝土强度模型大部分都是建立在FRP约束混凝土圆形柱基础之上.而FRP约束混凝土方形柱的侧向约束力受截面形状的影响较大,与圆形柱相比,由于拐角的应力集中导致的侧向约束应力不均匀等,使得FRP包裹方形柱的侧向约束效果明显降低,强度也随之下降.本文基于FRP约束圆柱体的强度公式,考虑方形柱的有效核心区、拐角效应的影响,引入对应的影响系数,建立了BFRP(玄武岩纤维复合材料)约束方形混凝土柱轴心抗压强度模型并与试验数据对比分析,结果表明,该模型具有良好的吻合度.     

剑麻/FRP废渣/UP复合材料制备及性能研究

采用硅烷偶联剂KH-550和KH-570分别对纤维增强复合材料(FRP)废渣进行表面处理。制备了剑麻纤维/FRP废渣增强不饱和聚酯树脂复合材料。研究了FRP废渣的表面处理方式、FRP废渣含量和剑麻纤维含量对复合材料力学性能、吸水性和热性能等影响。结果表明,经过偶联剂处理的复合材料的力学性能和热稳定性均增强。当FRP废渣质量分数为30.0%,剑麻纤维质量分数为10.0%时,经KH-570处理复合材料的拉伸强度、弯曲强度和冲击强度分别提高22.8%,21.4%和19.2%。FRP废渣经过偶联剂处理后,复合材料的吸水性降低。     

Axial load behavior of circular and square concrete columns confined with sprayed fiber‐reinforced polymer composites

Many experimental and theoretical investigations have been carried out to study the compressive strength of concrete confined externally with unidirectional fiber‐reinforced polymer (FRP) composites. These unidirectional FRP(s) include carbon, glass, aramid, polyethylene terephthalate, and polyethylene naphthalates. In this article, the performance of randomly distributed sprayed fiber‐reinforced polymer (SFRP) composites on the enhancement of strength and deformability of concrete column through external confinement is investigated. The salient features of SFRP are quick and easy application as well as the uniform tensile properties in all directions. In the present study, 24 small concrete specimens were loaded to failure under the uniaxial compression loading. The study parameters covered SFRP thickness, fiber length, and column sectional shape (circular and square). Test results showed that the external confinement by SFRP is significantly effective to increase the strength and deformability of confined concrete. Based on the experimental results, the performance of existing strength models developed for the unidirectional FRP is assessed to examine its applicability to the SFRP confinement. It is found that none of the existing models is capable of accurately predicting the strength of concrete confined with SFRP. Finally, new strength models based on a linear relationship between confined concrete compressive strength and lateral confining pressure are proposed to predict the compressive strength of circular and square sections. The strengths predicted by the proposed models are found to have a good agreement with experimental results. POLYM. COMPOS., 37:2557–2567, 2016. © 2015 Society of Plastics Engineers     

Comparative behavior under compression of concrete columns repaired by fiber reinforced polymer (FRP) jacketing and ultra high-performance fiber reinforced concrete (UHPFRC)

This paper summarizes the experimental results from a comprehensive research program to study the fundamental stress–strain behavior of damaged concrete repaired by two techniques: increased concrete section and bonding fiber reinforced polymer (FRP). In this work, two types of FRP composite jackets were used, carbon fiber reinforced polymer (CFRP) and glass fiber reinforced polymer, and two types of concretes were used to repair the damaged concrete by increased concrete section: ordinary concrete and ultra high-performance fiber reinforced concrete (UHPFRC). Fifteen circular columns of concrete (110 × 220) cm³ were initially pre-damaged up to intense cracking, repaired by increased concrete section and by bonding FRP, and tested under uni-axial compression by loading up the damage. The impact of different design parameters, including plain concrete strength, types of composites, and type of concrete used for increasing section, was considered in this study. The strength enhancement and ductility improvement of specimens are discussed. A simple model is presented to predict the compressive strength of repaired damaged concrete columns. A significant strength and an increase in ductility were achieved, particularly when the columns were repaired by increasing section with UHPFRC and by bonding CFRP. These preliminary tests indicate that the use of UHPFRC is an effective technique for rehabilitating damaged concrete columns, highly competitive with the repaired concrete by wrapping specimens with FRP composite jackets.     

Research on the mechanical properties prediction of carbon/epoxy composite laminates with different void contents

The influence of the porosity on the static mechanical strength of the carbon fiber fabric reinforced epoxy composites laminates was investigated. The tensile, compressive, bending, and interlaminar strength test on the CFRP laminates with porosity of 0.33% and 1.50% were conducted and simulated by a finite element analysis model. The article proposes the failure criterion of the static mechanical strength of the fabric fiber reinforced composites based on the improved Hashin failure criterion that is suitable for the undirectional composite laminates. The basic composite strength parameters are used to evaluate the mechanical properties of CFRP laminates with different porosities. A finite element analysis model is established by using software ABAQUS™ combined with the sudden stiffness degradation model. The experiment results show that the tensile, compressive, bending, and interlaminar strength decrease with the increasing porosities. The tensile, compressive, bending, and interlaminar strength of the fabric carbon fiber reinforced epoxy composites laminates are simulated accurately by the finite element model. POLYM. COMPOS., 14–20, 2016. © 2014 Society of Plastics Engineers     

Behavior of sisal fiber concrete cylinders externally wrapped with jute FRP

The use of environmentally friendly natural fibers as building materials is benefit to achieve a sustainable construction. This article performs a study on the use of natural jute fibers as reinforcement of concrete and natural sisal fibers in fiber reinforced polymer (FRP) composites as concrete confinement, i.e., sisal fiber reinforced concrete (SFRC) composite column wrapped by jute FRP (JFRP) (SFRC‐JFRP). Uniaxial compression test was conducted to assess the compression performance of the composite columns as axial structural member. A total of 24 specimens were tested. The effects of JFRP wrapping thickness and sisal fiber inclusion on the compressive performance of the composite columns were investigated. Results indicate that JFRP confinement significantly increases the compressive strength and ductility of both PC and SFRC with an increase in JFRP thickness. Besides, the inclusion of sisal fiber further enhances the strength as well as the efficiency of confinement under uniaxial compression. Also, the models for ultimate strength and ultimate strain of PC‐JFRP and SFRC‐JFRP are proposed. POLYM. COMPOS., 38:1910–1917, 2017. © 2015 Society of Plastics Engineers     

玻璃钢筋增强水泥基复合材料的试验研究

本文采用对裸玻璃钢筋进行表面处理的方法提高水泥对玻璃钢筋的握裹力；研究了挤拉玻璃钢筋增强水泥基复合材料的结合性能，制备出抗压强度49.6MPa、抗折强度25．8MPa的优质玻璃钢筋增强水泥基复合材料；初步探讨了用玻璃钢筋增强水泥的可行性。     

Synthesis and characterization of short Grewia optiva fiber‐based polymer composites

Natural fibers, such as Flax, Sisal, Hibiscus Sabdariffa, and Grewia optiva (GO) possess good reinforcing capability when properly compounded with polymers. These fibers are relatively inexpensive, easily available from renewable resources, and possess favorable values of specific strength and specific modulus. The mechanical performance of natural fiber‐reinforced polymers (FRPs) is often limited owing to a weak fiber‐ matrix interface. In contrast, urea–formaldehyde (UF) resins are well known to have a strong adhesion to most cellulose‐containing materials. This article deals with the synthesis of short G. optiva fiber‐reinforced UF polymer matrix‐based composites. G. optiva fiber‐reinforced UF composites processed by compression molding have been studied by evaluating their mechanical, physical, and chemical properties. This work reveals that mechanical properties such as: tensile strength, compressive strength, flexural strength, and wear resistance of the UF matrix increase up to 30% fiber loading and then decreases for higher loading when fibers are incorporated into the polymer matrix. Morphological and thermal studies of the matrix, fiber, and short FRP composites have also been carried out. The swelling, moisture absorbance, chemical resistance, and water uptake behavior of these composites have also been carried out at different intervals. The results obtained lay emphasis on the utilization of these fibers, as potential reinforcing materials in bio‐based polymer composites. POLYM. COMPOS., 2010. © 2009 Society of Plastics Engineers     

FRP管增强混凝土结构的轴压极限强度

通过对组合结构轴心受压后期强化阶段力学特征及组分材料相互约束条件的研究,归纳出FRP管与核心混凝土的轴压极限应力预测公式;运用合成法得到FRP管混凝土的轴压极限强度;分析了各设计参数对组合结构轴压极限强度的影响。结果表明,纤维缠绕角与组合结构轴压极限强度之间呈非线性变化状态,且在不同的缠绕角范围内,轴压极限强度的变化趋势不同,组合结构达到强度极值点的纤维最佳缠绕角为72°。而约束管含量比与轴压极限强度之间近似呈正比关系。     

Effect of heat-treatment on compressive response of 3D printed continuous carbon fiber reinforced composites under different loading directions

This paper investigated the effects of heat-treatment and loading directions on compressive properties of 3D printed continuous carbon fiber reinforced composites (CCFRC). After heat-treatment at different conditions, specimens with different stacking sequences were compressed under different loading directions. The effect of heat-treatment on the porosity and crystallinity of composites was investigated. The porosity of short carbon fiber reinforced composites decreased but that of CCFRC increased after heat-treatment at 200°C. The compressive properties of specimens were investigated in combination with changes in porosity and crystallinity. It was found that the compressive properties of composites usually increased with decreasing porosity induced by heat-treatment. While the fiber direction was parallel to the applied loading direction, the yield strength of C-CCFRC and S-CCFRC increased from 208.1 to 281.6 MPa and from 218.5 to 264.4 MPa, respectively, though the porosity increased. After heat-treatment at 100°C for 4 h, the crack initiation of CCFRCs was delayed during compressive tests. Besides, heat-treatment could change failure modes of CCFRC after heat-treatment at 200°C for 4 h. More specifically, heat-treatment at 200°C for 4 h could result in delamination and a decrease in energy absorption of C-CCFRC (from 7.23 to 4.05 J).     

Experimental study on bond strength of fiber reinforced polymer rebars in normal strength concrete

The bond behavior of reinforcing bars is an important issue in the design of reinforced concrete structures and the use of fiber reinforced polymer (FRP) rebars is a promising solution to handle the problems of steel reinforcement corrosion. This study investigates the bond characteristics of carbon and aramid FRP (CFRP and AFRP) bars embedded in normal strength concrete. A pullout test was performed on 63 normal strength concrete specimens reinforced with FRP and steel rebars with different embedment lengths and bar diameters. The average bond stress versus slip curve is plotted for all specimens and their failure modes are identified. The effects of the embedment length and diameter of an FRP rebar on its bond strength are examined in this work. The bond strengths obtained from the test results are compared with the predictions by the bond strength equation proposed by Okelo and Yuan (2005), and its validity is evaluated.     

土木工程用FRP筋的耐久性研究进展

纤维增强塑料(FRP)筋作为一种钢筋替代材料在土木工程中应用日渐广泛。本文对FRP筋在多种环境条件下的耐久性问题的国内外研究进展进行了综述,重点讨论了温度、湿度、酸、碱、盐溶液等环境作用下FRP筋的耐久性及模拟加速环境作用对FRP筋与混凝土界面粘结性能的影响。结果表明,上述环境作用对FRP筋及其与混凝土界面粘结性能的耐久性都有不同程度的影响。另外,本文还给出Fares E.Tannous等人建立的FRP筋在盐、碱溶液侵蚀作用下的耐久性预测模型,并对今后FRP筋的耐久性研究趋势作了展望。