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:

1,020
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

INVESTIGATION ON THE BEHAVIOR OF CONCRETE-FILLED ROLLED STEEL TUBULAR COLUMNS UNDER AXIAL LOADS

Pages

  27-34

Abstract

 In this paper, a numerical investigation on behavior of CONCRETE in filled columns using nonlinear finite element method is done. Numerical results are verified using experimental results. Behavior of rolled steel tubes witch are filled with CONCRETE of different strength on the axial applied loads is present. Effect of steel tubes thickness and confining stress are considered and the results are compared with CONCRETE columns. The results showed that with increasing thickness of steel tubes, axial load capacity and CONFINEMENT stress and ductility is increased and with increasing the CONCRETE strength, confining stress and ductility is reduced. Specimens with different CONCRETE strength of 30, 60, 80 MPa and different D t ratio are analyzed and all the specimens have the same length of 300 mm. The main objects are: 1) to investigate effect of prominence on axial load capacity.2) to investigate the effect of different parameters like thickness of steel tubes, friction coefficient and the ratio of prominence area over total perimeter area. 3) to investigate effect of loading (i.e. loading CONCRETE only or loading CONCRETE and steel tubes simultaneous.4) to investigate the ductility of columns.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    SADRNEJAD, SEYED AMIRODIN, & EBRAHIMI, BAHRAM. (2012). INVESTIGATION ON THE BEHAVIOR OF CONCRETE-FILLED ROLLED STEEL TUBULAR COLUMNS UNDER AXIAL LOADS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 43(2), 27-34. SID. https://sid.ir/paper/165711/en

    Vancouver: Copy

    SADRNEJAD SEYED AMIRODIN, EBRAHIMI BAHRAM. INVESTIGATION ON THE BEHAVIOR OF CONCRETE-FILLED ROLLED STEEL TUBULAR COLUMNS UNDER AXIAL LOADS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2012;43(2):27-34. Available from: https://sid.ir/paper/165711/en

    IEEE: Copy

    SEYED AMIRODIN SADRNEJAD, and BAHRAM EBRAHIMI, “INVESTIGATION ON THE BEHAVIOR OF CONCRETE-FILLED ROLLED STEEL TUBULAR COLUMNS UNDER AXIAL LOADS,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 43, no. 2, pp. 27–34, 2012, [Online]. Available: https://sid.ir/paper/165711/en

    Related Journal Papers

    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