مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

283
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

0
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling

Pages

  107-131

Abstract

 Nowadays the use of FRP Composites for Strengthening steel structures has been considered by researchers. In present study, The maximum deformation of steel plates and structural sections before and after Strengthening by GFRP plates was evaluated by modelling and Static analysis using ABAQUS Finite Element software. The results indicated the amount of increasing rate in stiffness and load capacity of studied steel plates and I-shaped beams. In this Strengthening method, better results would be achieved by installing GFRP plates to the flange of the beam in comparison with installing them to the web of the beam. The results for studied steel hollow sections and I-shaped columns, comparing axial and lateral behaviour of specimens before and after Strengthening indicates the increasing rate in axial stiffness and therefore increase in load carrying capacity of columns in comparison with bare specimens. In this research, the influence of geometric imperfection on the reduction of the limit loads of the bare as well as the retrofitted steel plates was also evaluated. The results indicated that the Strengthening of steel plates with GFRP plates could be decreased by the sensitivity of them due to presence of initial geometric imperfections, particularly for plates with higher width-tothickness ratio.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    Amoushahi, Hossein, & Ghasemitabar, Mohammad. (2019). Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 6(Special Issue 3 (28) ), 107-131. SID. https://sid.ir/paper/405899/en

    Vancouver: Copy

    Amoushahi Hossein, Ghasemitabar Mohammad. Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2019;6(Special Issue 3 (28) ):107-131. Available from: https://sid.ir/paper/405899/en

    IEEE: Copy

    Hossein Amoushahi, and Mohammad Ghasemitabar, “Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 6, no. Special Issue 3 (28) , pp. 107–131, 2019, [Online]. Available: https://sid.ir/paper/405899/en

    Related Journal Papers

  • No record.
  • Related Seminar Papers

  • No record.
  • Related Plans

  • No record.
  • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button