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Information Journal Paper

Title

EVALUATION OF FLEXURAL PERFORMANCE OF STEEL I-BEAMS PRESTRESSED WITH UNBOUNDED BAR TENDONS BY NUMERICAL ANALYSIS METHOD

Pages

  59-66

Abstract

 The basic purpose of applying the PRESTRESSING TECHNIQUE in steel structures is section weight decrease via increaseing their load-carrying capacity, eventually led to the technical and economical advantages of such structures. In this paper, prestressing method in steel I-beams, as post-tensioning of the external tendons installed in various samples of steel beams to determine the increase of flexural strength and improve load capacity, analysed and evaluated by ABAQUS finite element software. Considering suitable corresponding between the existence of experimental results and analysis done for each sample indicate that applying the PRESTRESSING TECHNIQUE, improve FLEXURAL BEHAVIOR of beams in terms of bending stress, strain and mid span DEFLECTION.

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    APA: Copy

    YADEGARI, AFSHIN, Lotfollahi Yaghin, Mohammadali, & KHODAYARI, RASOOL. (2017). EVALUATION OF FLEXURAL PERFORMANCE OF STEEL I-BEAMS PRESTRESSED WITH UNBOUNDED BAR TENDONS BY NUMERICAL ANALYSIS METHOD. JOURNAL OF STRUCTURAL ENGINEERING, 13(4 ), 59-66. SID. https://sid.ir/paper/368315/en

    Vancouver: Copy

    YADEGARI AFSHIN, Lotfollahi Yaghin Mohammadali, KHODAYARI RASOOL. EVALUATION OF FLEXURAL PERFORMANCE OF STEEL I-BEAMS PRESTRESSED WITH UNBOUNDED BAR TENDONS BY NUMERICAL ANALYSIS METHOD. JOURNAL OF STRUCTURAL ENGINEERING[Internet]. 2017;13(4 ):59-66. Available from: https://sid.ir/paper/368315/en

    IEEE: Copy

    AFSHIN YADEGARI, Mohammadali Lotfollahi Yaghin, and RASOOL KHODAYARI, “EVALUATION OF FLEXURAL PERFORMANCE OF STEEL I-BEAMS PRESTRESSED WITH UNBOUNDED BAR TENDONS BY NUMERICAL ANALYSIS METHOD,” JOURNAL OF STRUCTURAL ENGINEERING, vol. 13, no. 4 , pp. 59–66, 2017, [Online]. Available: https://sid.ir/paper/368315/en

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