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Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic 被引量:9

Flexural Experimental Study on Continuous Reinforced Concrete Beams Strengthened with Basalt Fiber Reinforced Polymer/Plastic
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摘要 This paper discusses a new fibrous composite known as continuous basalt fiber reinforced polymer /plastic(BFRP).Compared with other fiber reinforced polymer/plastic,BFRP has many advantages,such as ductility,high thermal resistance,corrosion resistance and economic cost.To test mechanical properties and failure modes of flexural members strengthened with BFRP,flexural experiment is conducted on four two-span T-section continuous beams strengthened with BFRP and one un-strengthened comparative beam.The experimental result shows that the strengthened beams perform remarkably in terms of yield strength,ultimate strength and ductility.BFRP has good prospects in retrofitting and strengthening of concrete structures which require good ductility and corrosion resistance. This paper discusses a new fibrous composite known as continuous basalt fiber reinforced poly- mer/plastic (BFRP). Compared with other fiber reinforced polymer/plastic, BFRP has many advantages, such as ductility, high thermal resistance, corrosion resistance and economic cost. To test mechanical properties and failure modes of flexural members strengthened with BFRP, flexural experiment is conducted on four two-span T-section continuous beams strengthened with BFRP and one un-strengthened comparative beam. The experi- mental result shows that the strengthened beams perform remarkably in terms of yield strength, ultimate strength and ductility. BFRP has good prospects in retrofitting and strengthening of concrete structures which require good ductility and corrosion resistance.
出处 《Journal of Shanghai Jiaotong university(Science)》 EI 2012年第5期613-618,共6页 上海交通大学学报(英文版)
基金 the National Key Technology Research and Development Program(No.2009BAJ28B02)
关键词 basalt fiber reinforced polymer/plastic(BFRP) concrete continuous beams bearing capacity failure mode basalt fiber reinforced polymer/plastic (BFRP), concrete, continuous beams, bearing capacity, failuremode
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参考文献13

  • 1AKBARZADEH H, MAGHSOUDI A A. Experimental and analytical investigation of reinforced high strength concrete continuous beams strengthened with fiber reinforced polymer [J]. Materials and Design, 2010, 31(3): 1130-1147.
  • 2HABEEB M N, ASHOUR A F. Flexural behavior of con- tinuous GFRP reinforced concrete beams [J]. Journal of Composites for Construction, 2008, 12(2): 115-124.
  • 3ASHOURA F, EI-REFAIE S A, GARRITY S W. Flexural strengthening of RC continuous beams using CFRP laminates [J]. Cement and Concrete Composites, 2004, 26(7): 765-775.
  • 4MOSTAFA E M, AMR E R, EHAB E S. Effect of trans- verse reinforcement on the flexural behavior of contin- uous concrete beams reinforced with FRP [J]. Journal of Composites for Construction, 2011, 15(5): 672-681.
  • 5SIM J, PARK C, MOON D Y. Characteristics of basalt fiber as a strengthening material for concrete struc- tures [J]. Comvosites: Part B. 2005. 36(6~: 504-512.
  • 6WE1 B, CAO H L, SONG S H. Environmental resis- tance and mechanical performance of basalt and glass fibers IJ]. Materials Science and Engineering: A, 2010, 527(18): 4708-4715.
  • 7LOPRESTO V, LEONE C, IORIO I D. Mechanical char- acterisation of basalt fibre reinforced plastic [J]. Com- posites: Part B, 2011, 42(4): 717-723.
  • 8WEI B, CAO H L, SONG S H. Tensile behavior contrast of basalt and glass fibers after chemical treatment [J]. Materials and Design, 2005, 31(9): 4244-4250.
  • 9WEI B, CAO H L, SONG S H. Degradation of basalt fiber and glass fiber/epoxy resin composites in seawa- ter [J]. Corrosion Science, 2011, 53(1): 426-431.
  • 10TENG Jing-guang, CHEN Jian-fei, et al. FRP strength- ened RC structures [M]. Beijing: China Architecture and Building Press, 2005.

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