Effect of Rebar Harsh Storage Conditions on the Flexural Behavior of Glass FRP Concrete

被引:0
|
作者
Tabsh, Sami W. [1 ]
Tamimi, Adil [1 ]
El-Emam, Magdi [1 ]
Zandavi, Ali [2 ]
机构
[1] Amer Univ Sharjah, Coll Engn, Dept Civil Engn, POB 26666, Sharjah, U Arab Emirates
[2] Qeyas Contracting LLC, POB 74956, Dubai, U Arab Emirates
关键词
composites; environmental exposure; flexure; glass-fiber-reinforced polymer; reinforced concrete; sustainability; FIBER-REINFORCED POLYMER; GFRP BARS; DURABILITY; PREDICTION; STRENGTH; STEEL;
D O I
10.3390/su16051944
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Nowadays, fiber-reinforced polymer (FRP) has become a widely accepted alternative reinforcement to steel bars in concrete members due to its many sustainability traits, as represented by its high strength-to-weight ratio, corrosion resistance, non-conductive properties, and electromagnet neutrality. However, FRP bar exposure for an extended period of time to harsh environmental conditions and chemicals can have an adverse effect on their mechanical properties. In this investigation, glass FRP bars were exposed to indoor controlled temperature, outdoor direct sunlight, outdoor shade, seawater, and alkaline solution for six months prior to using them as reinforcement in concrete flexural members. This research involves the fabrication and testing of five pairs of 3 m-long concrete beams with 200 mm by 300 mm cross-sections embedded in the tension zone with the exposed GFRP bars. The 10 beams were instrumented with strain gauges and tested following a four-point loading scheme using a hydraulic jack attached to a rigid steel frame. Crack width records from the tests showed the inferior serviceability of the beams that contained rebars stored in an outdoor environment relative to the control beams. GFRP bar exposure to an alkaline solution or outdoor direct sunlight slightly affected the cracking and ultimate moment capacities, reducing them by 5% and 3% in terms of the same parameters as the controlled indoor exposure, respectively. The influence of GFRP bar exposure to open-air shade or sunlight decreased the pre-cracking stiffness by 25% and flexural ductility by 10-20% when compared with the control specimens. The predicted ultimate flexural strength using the ACI 440 provisions gave comparable results to the experimentally obtained values. A simple mathematical equation that envelops the moment-deflection relationship for GFRP over-reinforced concrete beams and only requires information about initial cracking and ultimate flexural conditions is proposed.
引用
收藏
页数:20
相关论文
共 50 条
  • [41] Compressive Behavior of Concrete Containing Glass Fibers and Confined with Glass FRP Composites
    Djarir Yahiaoui
    Mohamed Saadi
    Tayeb Bouzid
    [J]. International Journal of Concrete Structures and Materials, 2022, 16
  • [42] Flexural behavior of concrete frame connections retrofitted with various architectures of FRP composites
    Hamoush, S
    Trovillion, J
    Salami, R
    Shivakumar, K
    [J]. FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS, 2001, : 937 - 946
  • [43] Flexural Behavior of Concrete Columns Strengthened with Near Surface Mounted FRP Bars
    Danesh, F.
    Noveiri, B. Baradaran
    [J]. ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING, 2010, : 829 - 832
  • [44] Flexural and Shear Behavior of FRP Strengthened AASHTO Type Concrete Bridge Girders
    Yazdani, Nur
    Haque, Farzia
    Hasan, Istiaque
    [J]. JOURNAL OF ENGINEERING, 2016, 2016
  • [45] Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars
    Kassem, Chakib
    Farghaly, Ahmed Sabry
    Benmokrane, Brahim
    [J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2011, 15 (05) : 682 - 695
  • [46] Flexural behavior of concrete beam reinforced with steel and FRP re-bars
    Nam, JH
    Lee, S
    Yoon, SJ
    Jang, WS
    Cho, SK
    [J]. FRACTURE AND STRENGTH OF SOLIDS VI, PTS 1 AND 2, 2006, 306-308 : 1367 - 1372
  • [47] Flexural behavior of aged prestressed concrete girders strengthened with various FRP systems
    Rosenboom, Owen
    Hassan, Tare K.
    Rizkalla, Sami
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (04) : 764 - 776
  • [48] Flexural Behavior of Reinforced Concrete Beams with FRP Bars Exposed to Elevated Temperature
    Anand, N.
    Kiran, Tattukolla
    Lubloy, Eva
    Mathews, Mervin Ealiyas
    Kanagaraj, Balamurali
    Andrushia, Diana
    [J]. PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2022, 67 (01): : 93 - 101
  • [49] Experimental investigation of twin confinement effects of FRP and steel rebar on cyclic compressive behavior of concrete
    Tahaee, Ramin
    Soltani, Masoud
    Nikooravesh, Morteza
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 304
  • [50] Serviceability and Flexural Behavior of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer (BFRP) Bars Exposed to Harsh Conditions
    Alkhraisha, Hakem
    Mhanna, Haya
    Tello, Noor
    Abed, Farid
    [J]. POLYMERS, 2020, 12 (09)