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      A Novel Bond Anchor for Unidirectional FRP Member: Conceptual Design and Experimental Investigation

      1 , 2 , 1 , 1 , 3 , 4 , 4
      Advances in Materials Science and Engineering
      Hindawi Limited

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          Abstract

          Fiber-reinforced polymer (FRP) is an advanced composite material with many advantages including light weight, high strength, and high fatigue and corrosion resistance, which makes unidirectional FRP suitable for tension members, such as cables, prestressing tendons, and tie rods. However, the unidirectional FRP is a typical isotropic material, which is difficult to be anchored and hence unable to give full play to the advantages of FRP. To solve the anchoring problem of unidirectional FRP member, a novel bond anchor, i.e., dissolution-rebond anchor, is proposed in this paper. In this novel anchorage system, the polymer matrix of two ends of the unidirectional FRP member is dissolved by solvent and the fibers in the anchorage length are directly bonded by the binder. Theoretical analysis was performed to illustrate the high anchorage bearing capacity of this dissolution-rebond anchor. Static tensile test was conducted to verify this novel anchor design and compare with traditional bond anchor. Results show that the novel dissolution-rebond anchor is feasible and its anchorage efficiency is significantly higher than the traditional bond anchor.

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          Carbon Fiber Reinforced Polymer for Cable Structures—A Review

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            Fiber Reinforced Composites - A Review

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              Efficient reclamation of carbon fibers from epoxy composite waste through catalytic pyrolysis in molten ZnCl 2

              Carbon fiber-reinforced polymer composites have been widely used in various fields and have inevitably produced large amounts of composite waste. The recycling of carbon fibers with high value has become an active research topic at related institutions and production enterprises. In this paper, the catalytic pyrolysis of T700 carbon fiber/epoxy composites in molten salt was studied. Due to the efficient solubility of molten ZnCl2 for the epoxy matrix and catalytic fracture of the C–N bonds by the action of Zn2+ ions, the epoxy composites can be completely degraded at 360 °C in 80 min under standard pressure, and the reclamation efficiency was significantly enhanced compared with conventional pyrolysis reclamation without a catalyst. The types and contents of the main oxygen-containing functional groups on the surfaces of the fibers reclaimed with ZnCl2 were similar to those of the virgin fibers, and the graphitization structure of the carbon fibers was not destroyed in the pyrolysis process. The tensile strength of a monofilament of the fibers reclaimed with ZnCl2 was obviously higher than that of fibers reclaimed in air; it reached a high retention rate that was about 95% that of the virgin fibers. The fibers reclaimed with ZnCl2 after sizing exhibited a desirable reinforcing effect on the flexure performance and interlaminar shear strength of unidirectional carbon fiber/epoxy composites which was close to the performance levels of composite samples containing commercial T700 carbon fibers. Therefore, efficient technology to reclaim high-quality carbon fibers from epoxy matrices has been devised.
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                Author and article information

                Contributors
                Journal
                Advances in Materials Science and Engineering
                Advances in Materials Science and Engineering
                Hindawi Limited
                1687-8442
                1687-8434
                July 19 2021
                July 19 2021
                : 2021
                : 1-14
                Affiliations
                [1 ]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, 100 Pingleyuan, Beijing, China
                [2 ]Central Research Institute of Building and Construction Co. Ltd. MCC, 33 Xitucheng Road, Beijing, China
                [3 ]Anhui Province Highway & Port Engineering Co. Ltd., 459 Huangshan Road, Hefei, China
                [4 ]CCCC Highway Bridges National Engineering Research Centre Co. Ltd., 23 Huangshi Road, Beijing, China
                Article
                10.1155/2021/2666478
                024f8310-bc35-4670-b64f-990b3c1c8f28
                © 2021

                https://creativecommons.org/licenses/by/4.0/

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