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:

253
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

164
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

FINITE ELEMENT ANALYSIS FOR CFST COLUMNS UNDER BLAST LOADING

Pages

  283-292

Abstract

 The columns of frame structures are the key load-bearing components and the exterior columns aresusceptible to attack in terrorist blasts. When subjected to BLAST LOADs, the columns would suffer a loss of bearingcapacity to a certain extent due to the damage imparted which may lead to their collapse and even cause theprogressive collapse of the whole structure. The CONCRETE-FILLED STEEL COLUMNS have been extensively used in theworld due to the existence of all suitable characteristics of concrete and steel, more ductility, increasing concreteconfinement using the steel wall, the large energy-absorption capacity and the appropriate fire behavior. In thepresent study, the concrete-filled steel square columns have been simulated under the influence of the BLAST LOADusing the ABAQUS software. These responses have been compared for scaled distances based on the distance tothe source and the weight of the explosive material. As a result, it can be seen that although concrete deformationhas been restricted using the steel tube, the inner layer of concrete has been seriously damaged and the columndisplacement has been decreased by increasing the scaled distance. We also concluded that the concrete-filled steelcolumns have the high ductility and the blast resistance.

Multimedia

  • No record.
  • Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    BEIRANVAND, PEYMAN, OMIDINASAB, FEREYDOON, MOAYERI, MARZIYE SADATE, MEHDIPOUR, SHAHPOOR, & ZAREI, MOHAMMAD. (2017). FINITE ELEMENT ANALYSIS FOR CFST COLUMNS UNDER BLAST LOADING. JOURNAL OF APPLIED AND COMPUTATIONAL MECHANICS, 3(4), 283-292. SID. https://sid.ir/paper/353200/en

    Vancouver: Copy

    BEIRANVAND PEYMAN, OMIDINASAB FEREYDOON, MOAYERI MARZIYE SADATE, MEHDIPOUR SHAHPOOR, ZAREI MOHAMMAD. FINITE ELEMENT ANALYSIS FOR CFST COLUMNS UNDER BLAST LOADING. JOURNAL OF APPLIED AND COMPUTATIONAL MECHANICS[Internet]. 2017;3(4):283-292. Available from: https://sid.ir/paper/353200/en

    IEEE: Copy

    PEYMAN BEIRANVAND, FEREYDOON OMIDINASAB, MARZIYE SADATE MOAYERI, SHAHPOOR MEHDIPOUR, and MOHAMMAD ZAREI, “FINITE ELEMENT ANALYSIS FOR CFST COLUMNS UNDER BLAST LOADING,” JOURNAL OF APPLIED AND COMPUTATIONAL MECHANICS, vol. 3, no. 4, pp. 283–292, 2017, [Online]. Available: https://sid.ir/paper/353200/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