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Information Journal Paper

Title

ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS

Pages

  99-110

Keywords

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Abstract

 A reinforced concrete deep beam is one of the structural members which is used in highrise building basement slabs, shear walls, bridges, dams and offshore structures. They are specified by their span to depth ratio, and generally a deep beam refered to a beam with span to depth ratio less than 5. In this paper behavior and failure modes of 18 simply supported deep beam with span to depth ratio less than 3 loaded from the top mid-span considered. The experimental results indicate the main failure is shear, when small amount of main flexural reinforcement (0.004bde), used the beam failed in flexural and when high amount of main reinforcement (0.017bde), used the beam failed in bearing. Furthermore; for the analysis of the beams the existing methods and proposed method are used. The results of existing methods are not consistence and about 30-60 percent conservative, whereas the proposed method has given safe, consistence and accurate results.

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    APA: Copy

    ARABZADEH, ABOU ALFAZL, ADIBI, M.A., & ERSHADI, S.. (2001). ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), 12(2), 99-110. SID. https://sid.ir/paper/65866/en

    Vancouver: Copy

    ARABZADEH ABOU ALFAZL, ADIBI M.A., ERSHADI S.. ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN)[Internet]. 2001;12(2):99-110. Available from: https://sid.ir/paper/65866/en

    IEEE: Copy

    ABOU ALFAZL ARABZADEH, M.A. ADIBI, and S. ERSHADI, “ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS,” INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), vol. 12, no. 2, pp. 99–110, 2001, [Online]. Available: https://sid.ir/paper/65866/en

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