防腐蚀FRP板材在钢结构建筑上的应用

对耐腐蚀FRP板材所要求的基体树脂、纤维性能进行介绍。总结了在不同行业应用耐腐蚀FRP板材的形式。最后,对采用FRP板材保护的墙面、屋面的常用类型和形式进行了介绍。     

玻璃钢锚杆加载过程红外辐射实验研究

应用红外探测技术,对玻璃钢锚杆进行了单向拉伸的红外辐射实验研究,结果表明:玻璃钢锚杆拉伸过程中,其红外辐射温度随着荷载的增加而增加,弹性阶段温升变化微小,塑性阶段温升明显,尤其是临近破裂时,温度升高最快,最大温升值为0.3℃.利用玻璃钢锚杆材料的红外辐射温度特征,可以反演该种材料的锚杆与围岩相互作用过程中的应力、应变以及变形等力学性质.     

不同FRP增强混凝土梁断裂性能试验研究

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.     

A theoretical solution for the pullout properties of a single FRP rod embedded in a bond type anchorage

ABSTRACT

This paper proposes a theoretical solution for predicting the pullout properties of a single fiber-reinforced polymer (FRP) rod embedded in a bond type anchorage based on a trilinear bond–slip model. The radial variation of the shear stress and reaction of the steel sleeve are considered in the solution. Pullout procedure with elastic, elastic-softening, elastic-softening-debonding, pure softening, softening-debonding, and debonding stages, as well as the corresponding critical stages, are analyzed. In this theoretical solution, the maximum pullout load, shear stress along the rod–grout interface, axial tensile stress of the FRP rod, and load–slip relationship are derived with explicit formulations. Effective bond length of bond type anchorage is also discussed. The solution is validated against experimental results available in literature. The theoretical solution reveals that the anchorage may attain its maximum pullout load in the elastic-softening, pure softening, or elastic-softening-debonding stage. Moreover, the effects of embedded length, ultimate shear stress, and residual shear stress on maximum pullout load closely related with the stage in which the anchorage attains its maximum pullout load. However, the effect of radius of FRP rod on the maximum pullout load increases with the embedded length, no matter in which stage the anchorage attains its maximum pullout load.     

Structural health monitoring of innovative bridge decks

For more than a century, important civil engineering structures such as bridges, high-rise buildings, dams and marine platforms have contained iron or steel as the reinforcement for concrete or wood. The useful lives of such structures have often been severely limited by the corrosion of this ferrous component. Much thought has been given in recent years to constructing structures that are lighter, stronger and non-corrosive. These innovative structures are new and for these to be accepted by the engineering community monitoring is mandatory. ISIS Canada has been developing such structures and monitoring them. In this paper, innovative bridge decks that have been implemented are described.     

FRP约束混凝土柱的研究和应用简述

纤维增强复合材料(FRP)在土木工程中的研究应用是目前国内外土木工程领域研究开发的一个热点。本文总结了目前FRP约束混凝土柱的研究现状,并对其应用中的几个关键问题进行了探讨,同时对其今后的发展与应用进行了展望。     

模塑玻璃钢格栅发展趋势

本文介绍了模塑玻璃钢格栅的国内外发展现状,就其发展前景与趋势进行了预测,对该制品行业所面临的问题进行了分析、探讨,并从模塑玻璃多格栅的生产工艺、产品质量、品种、产品性能温度与研究,市场开拓等多方面提出了一些看法与建议。     

粘FRP加固RC梁变形性能研究综述

对现有粘FRP加固钢筋混凝土(RC)梁变形性能的研究成果进行了归纳总结,指出了其不完善之处,并提出了在进一步的分析研究中亟待解决的问题,为保证建筑物的正常安全使用提供了理论依据。     

FRP筋混凝土梁延性性能试验研究

FRP筋的线弹性力学性能导致FRP筋混凝土结构延性较差,因而FRP筋混凝土结构的延性已成为其应用中最受关注的问题之一.本文通过对FRP筋混凝土梁的位移延性、曲率延性、能量延性及综合性能指标的试验研究,指出了适合FRP筋混凝土构件的延性计算方法.     

Creep performance of CNT reinforced glass fiber/epoxy composites: Roles of temperature and stress

Carbon nanotubes (CNTs) have been emerged as a potential nanofiller to reinforce polymeric materials to improve their mechanical properties, like strength and modulus. However, time-dependent deformation of such materials under a constant load and elevated temperature is a matter of concern for long-term durability of these materials. The present article primarily demonstrates the effects of creep temperature and stress on the reinforcement efficiency of CNT in a glass fiber/epoxy (GE) composite. Two types of materials were investigated in this study—GE which was used as a control material, as well as CNT embedded GE composite. To elucidate the impact of CNT on the long-term durability of GE composite, creep tests have been performed at different temperatures (50, 80, and 110 °C) under bending loading. As applied stress has also significant contribution toward the elevated creep deformation of materials, creep tests have also been carried out under different stresses (5, 10, and 40 MPa). The strength of the CNT-GE composite exhibited 8.7 and 18.3% higher than that of control GE composite under tensile and bending load, respectively. Results suggest CNT reinforcement to be beneficial for low temperature applications, both in terms of creep strain and strain rate. © 2019 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2019 , 136, 47674.