Steel and Composite Structures

  • 제32권3호
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  • Pages.361-372
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  • 2019
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Characteristics of CFRP strengthened tubular joints subjected to different monotonic loadings

  • Prashob, P.S. (Department of Mechanical Engineering, MPSTME, NMIMS University) ;
  • Shashikala, A.P. (Department of Civil Engineering, National Institute of Technolgy Calicut) ;
  • Somasundaran, T.P. (Department of Civil Engineering, Hindustan Institute of Technology and Science)
  • 투고 : 2019.01.15
  • 심사 : 2019.07.19
  • 발행 : 2019.08.10
⟨ 이전 논문 다음 논문 ⟩

초록

Tubular joints are used in the construction of offshore structures and other land-based structures because of its ease of fabrication. These joints are subjected to different environmental loadings in their lifetime. At the time of fabrication or modification of an existing offshore platform, tubular joints are usually strengthened to withstand the environmental loads. Currently, various strengthening techniques such as ring stiffeners, gusset plates are employed to strengthen new and existing tubular joints. Due to some limitations with the present practices, some new techniques need to be addressed. Many researchers used Fibre Reinforced Polymer (FRP) to strengthen tubular joints. Some of the studies were focused on axial compression of Glass Fibre Reinforced Polymer (GFRP) strengthened tubular joints and found that it was an efficient technique. Earlier, the authors had performed studies on Carbon Fibre Reinforced Polymer (CFRP) strengthened tubular joint subjected to axial compression. The study steered to the conclusion that FRP composites is an alternative strengthening technique for tubular joints. In this work, the study was focused on axial compression of Y-joint and in plane and out of plane bending of T-joints. Experimental investigations were performed on these joints, fabricated from ASTM A106 Gr. B steel. Two sets of joints were fabricated for testing, one is a reference joint and the other is a joint strengthened with CFRP. After performing the set of experiments, test results were then compared with the numerical solution in ANSYS Parametric Design Language (APDL). It was observed that the joints strengthened with CFRP were having improved strength, lesser surface displacement and ovalization when compared to the reference joint.

키워드

참고문헌

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피인용 문헌

  1. Stress-strain model of weak PVC-FRP confined concrete column and strong RC ring beam joint under eccentric compression vol.35, pp.1, 2020, https://doi.org/10.12989/scs.2020.35.1.013