Fracture detection in concrete by glass fiber cloth reinforced plastics

被引:4
|
作者
Shin, SG
Lee, SR
机构
[1] Kangwon Natl Univ, Div Adv Mat & Chem Engn, Samcheok 245711, Gangwon, South Korea
[2] Kangwon Natl Univ, Dept Mat & Met Engn, Samcheok 245711, Gangwon, South Korea
关键词
carbon; glass cloth; electrical resistance; fracture detection;
D O I
10.1007/BF03027469
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Two types of carbon (carbon fiber and carbon powder) and a glass cloth were used as conductive phases and a reinforcing fiber, respectively, in polymer rods. The carbon powder was used for fabricating electrically conductive carbon powder-glass fiber reinforced plastic (CP-GFRP) rods. The carbon fiber tows and the CP-GFRP rods were adhered to mortar specimens using epoxy resin and glass fiber cloth. On bending, the electrical resistance of the carbon fiber tow attached to the mortar specimen increased greatly after crack generation, and that of the CP-GFRP rod increased after the early stages of deflection in the mortar. Therefore, the CP-GFRP rod is Superior to the carbon fiber to,,v in detecting fractures. Also, by reinforcing with a glass fiber cloth reinforced plastic, the strength of the mortar specimens became more than twice as strong as that of the unreinforced mortar.
引用
收藏
页码:137 / 140
页数:4
相关论文
共 50 条
  • [1] Fracture detection in concrete by glass fiber cloth reinforced plastics
    Soon-Gi Shin
    Sung-Riong Lee
    Metals and Materials International, 2006, 12 : 137 - 140
  • [2] CREEP CHARACTERISTICS OF CLOTH GLASS-FIBER-REINFORCED PLASTICS
    GAVRILOV, DA
    MARKOV, VA
    CHEBYSHEVA, TS
    SOVIET APPLIED MECHANICS, 1988, 24 (03): : 273 - 276
  • [3] Fracture Characteristics and Anisotropy in Notched Glass Fiber Reinforced Plastics
    Lopes Tino, Sergio Renan
    Freire de Aquino, Eve Maria
    MATERIALS RESEARCH-IBERO-AMERICAN JOURNAL OF MATERIALS, 2014, 17 (06): : 1610 - 1619
  • [4] DEVELOPMENT OF LOCAL FRACTURE IN GLASS-FIBER-REINFORCED PLASTICS
    SHLENSKII, VF
    SUPRUNENKO, VA
    FILATOV, MY
    PANFILOV, YA
    SOVIET APPLIED MECHANICS, 1984, 20 (05): : 451 - 454
  • [5] Fracture behavior of glass fiber reinforced polymer concrete
    Reis, JML
    Ferreira, AJM
    POLYMER TESTING, 2003, 22 (02) : 149 - 153
  • [6] Fracture toughness of fiber-reinforced glass concrete
    Meyer, C
    Monawar, TM
    HIGH PERFORMANCE FIBER REINFORCED CEMENT COMPOSITES (HPFRCC3), 1999, 6 : 261 - 269
  • [7] Elucidation of Fatigue Fracture Mechanism on Glass-Fiber-Reinforced-Plastics
    Arakawa, J.
    Sakai, M.
    Hayashi, M.
    Akebono, H.
    Sugeta, A.
    Ohshita, J.
    Tanizawa, H.
    Shimizu, K.
    Ogawa, J.
    PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON ADVANCED SURFACE ENHANCEMENT, INCASE 2023, 2024, : 213 - 222
  • [8] Mechanical and fracture properties of glass fiber reinforced geopolymer concrete
    Midhun, M. S.
    Rao, T. D. Gunneswara
    Srikrishna, T. Chaitanya
    ADVANCES IN CONCRETE CONSTRUCTION, 2018, 6 (01) : 29 - 45
  • [9] Fracture properties and mechanisms of steel fiber and glass fiber reinforced rubberized concrete
    Xiong, Zhe
    Li, Huawei
    Pan, Zezhou
    Li, Xiaohui
    Lu, Li
    He, Mingli
    Li, Haiyan
    Liu, Feng
    Feng, Pandeng
    Li, Lijuan
    JOURNAL OF BUILDING ENGINEERING, 2024, 86
  • [10] CREEP IN GLASS FIBER REINFORCED PLASTICS
    BOTT, TR
    BARKER, AJ
    INDUSTRIAL AND ENGINEERING CHEMISTRY, 1967, 59 (07): : 46 - &