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:

1,557
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

1,702
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

FINITE ELEMENT ANALYSIS OF FRP STRENGTHENED RC BEAMS USING ANSYS

Pages

  631-642

Abstract

 This paper presents the nonlinear FINITE ELEMENT ANALYSIS (FEA) that has been carried out to simulate the behaviour of failure modes of Reinforced Concrete (RC) beams strengthened in flexure and shear by FIBRE REINFORCED POLYMER (FRP) laminates. Four beams were modeled in FEM software using ANSYS. In those four beams, two beams were control beams without FRP and other two beams were Carbon FIBRE REINFORCED POLYMER (CFRP) strengthened beams. A quarter of the full beam was used for modelling by taking advantage of the symmetry of the beam, loading and boundary conditions. From the analyses the load deflection relationships until failure, and CRACK PATTERNS were obtained and compared with the experimental results available in the Literatures. The load deflection plots obtained from numerical studies show good agreement with the experimental plots reported by Balamuralikrishnan & Antony Jeyasehar, and Amer M. Ibrahim & Mohammed Sh. Mahmood. There was a difference in behaviour between the RC beams strengthened with and without CFRP layers. The CRACK PATTERNS obtained in FEA in the beams were also presented. The use of computer software to model these elements is much faster, and extremely cost-effective. Therefore, modelling of experimental beams can be adoptable in ANSYS. Validation of experimental results can also be done using ANSYS.

Cites

  • No record.
  • References

    Cite

    APA: Copy

    JAYAJOTHI, P., KUMUTHA, R., & VIJAI, K.. (2013). FINITE ELEMENT ANALYSIS OF FRP STRENGTHENED RC BEAMS USING ANSYS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 14(4), 631-642. SID. https://sid.ir/paper/299066/en

    Vancouver: Copy

    JAYAJOTHI P., KUMUTHA R., VIJAI K.. FINITE ELEMENT ANALYSIS OF FRP STRENGTHENED RC BEAMS USING ANSYS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2013;14(4):631-642. Available from: https://sid.ir/paper/299066/en

    IEEE: Copy

    P. JAYAJOTHI, R. KUMUTHA, and K. VIJAI, “FINITE ELEMENT ANALYSIS OF FRP STRENGTHENED RC BEAMS USING ANSYS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 14, no. 4, pp. 631–642, 2013, [Online]. Available: https://sid.ir/paper/299066/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