• Title/Summary/Keyword: Carbon Fiber Steel Pile

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Structural Behavior of Worn Tire Attached to Carbon Fiber Steel Pile by Wave and Current Forces (파랑 및 조류력에 의한 탄섬유강 말뚝에 부착된 폐타이어의 구조거동)

  • 홍남식;이상화
    • Journal of Ocean Engineering and Technology
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    • v.18 no.3
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    • pp.13-19
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    • 2004
  • The structural behavior of a worn tire, attached to carbon fiber steel pile by current and wave forces, has been investigated through the numerical method. The finite element model has been developed, by considering that the composite material of rubber and cord is orthotropic, the rubber is isotropic, and that all the material behaves as linear elastic. The pressure distribution by wave and current, around the worn tire, has been estimated through the adjustment for the concept of flow separation. Also, the structural behavior of the worn tire has been examined, by comparing the situation wherein the space between the pile is reinforced, and tire as elastic and isotropic material, with the one left empty. Through this comparison, it is determined that the space between pile and tire has to be filled with elastic and isotropic material, in order to avoid the failure by wave and current action.

Experimental analysis of damage in short-fiber-reinforced composite waste polyethylene terephthalate as a pile foundation material

  • Jang, Hongseok;Seo, Segwan;Cho, Daesung
    • Steel and Composite Structures
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    • v.45 no.1
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    • pp.147-157
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    • 2022
  • This study assessed the compressive and tensile strengths and modulus of elasticity of waste polyethylene terephthalate (PET) using the ASTM standard tests. In addition, short carbon and glass fibers were mixed with waste PET to examine the improvements in ductility and strength during compression. The bonding was examined via field-emission scanning electron microscopy. The strength degradation of the waste PET tested under UV was 40-50%. However, it had a compressive strength of 32.37 MPa (equivalent to that of concrete), tensile strength of 31.83 MPa (approximately ten times that of concrete), and a unit weight of 12-13 kN/m3 (approximately half that of concrete). A finite element analysis showed that, compared with concrete, a waste PET pile foundation can support approximately 1.3 times greater loads. Mixing reinforcing fibers with waste PET further mitigated this, thereby extending ductility. Waste PET holds excellent potential for use in foundation piles, especially while mitigating brittleness using short reinforcing fibers and avoiding UV degradation.