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:

1,451
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

INVESTIGATING THE EFFECT OF GLASS FIBER ON THE TOUGHNESS OF FIBER REINFORCED CONCRETE

Author(s)

 DASHTI RAHMAT ABADI MAHAMMAD ALI | ZEINALI SAID | SHAHABIFAR SEIYED HAMID | RASEKHISAHNEH ALIREZA | Issue Writer Certificate 

Pages

  35-42

Abstract

 Fiber reinforced concrete (FRC) has been used widely due to its advantages over plain concrete such as high energy absorption, post cracking behavior, flexural and impact strengths, arresting shrinkage crack. TOUGHNESS is the amount of energy that a concrete can withstand by impact forces before rupturing. TOUGHNESS is obtained from the area under the force- deflection curve in flexural and compressive test and is characterized by a coefficient called the TOUGHNESS ratio. In this study, the effect of 3 percentage of GLASS FIBER (1, 2 and 3%) with two different size of 3 and 6 millimeter on flexural and compressive TOUGHNESS of FRC were investigated. The flexural and compressive TOUGHNESS were carried out in accordance with the JSCE-SF4. The results indicate that by increasing the length of GLASS FIBER, there is no significant change in the amount of flexural TOUGHNESS. Mixtures with 3% GLASS FIBERs has the highest flexural TOUGHNESS and mixtures with 2% GLASS FIBERs has the lowest flexural TOUGHNESS. Among mixtures with the same length, the mixture with the higher percentage of GLASS FIBER had the highest compressive TOUGHNESS.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    DASHTI RAHMAT ABADI, MAHAMMAD ALI, ZEINALI, SAID, SHAHABIFAR, SEIYED HAMID, & RASEKHISAHNEH, ALIREZA. (2018). INVESTIGATING THE EFFECT OF GLASS FIBER ON THE TOUGHNESS OF FIBER REINFORCED CONCRETE. JOURNAL OF STRUCTURAL ENGINEERING, 14(4 ), 35-42. SID. https://sid.ir/paper/396168/en

    Vancouver: Copy

    DASHTI RAHMAT ABADI MAHAMMAD ALI, ZEINALI SAID, SHAHABIFAR SEIYED HAMID, RASEKHISAHNEH ALIREZA. INVESTIGATING THE EFFECT OF GLASS FIBER ON THE TOUGHNESS OF FIBER REINFORCED CONCRETE. JOURNAL OF STRUCTURAL ENGINEERING[Internet]. 2018;14(4 ):35-42. Available from: https://sid.ir/paper/396168/en

    IEEE: Copy

    MAHAMMAD ALI DASHTI RAHMAT ABADI, SAID ZEINALI, SEIYED HAMID SHAHABIFAR, and ALIREZA RASEKHISAHNEH, “INVESTIGATING THE EFFECT OF GLASS FIBER ON THE TOUGHNESS OF FIBER REINFORCED CONCRETE,” JOURNAL OF STRUCTURAL ENGINEERING, vol. 14, no. 4 , pp. 35–42, 2018, [Online]. Available: https://sid.ir/paper/396168/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