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Information Journal Paper

Title

BOND SLIP MODEL IN CYLINDRICAL REINFORCED CONCRETE ELEMENTS CONFINED WITH STIRRUPS

Pages

  365-375

Abstract

 An ANALYTICAL MODEL able to evaluate the BOND-SLIP LAW of confined reinforced concrete elements is developed and presented in this paper. The model is based on the studies developed by Tepfers and by den Uijl and Bigaj on the thick-walled cylinder model and extended to the case of the presence of transverse reinforcement. The bond strength and the considered failure modes (splitting or pull-out failure) are expressed as a function of the geometrical (concrete cover and transverse reinforcement) and mechanical (concrete strength) parameters of the element. The application of the proposed methodology allows to forecast the failure mode, and equations for the BOND-SLIP LAW are finally proposed for a range of steel strain lower than the yielding one.

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    Cite

    APA: Copy

    COCCIA, SIMONA, DI MAGGIO, ERICA, & RINALDI, ZILA. (2015). BOND SLIP MODEL IN CYLINDRICAL REINFORCED CONCRETE ELEMENTS CONFINED WITH STIRRUPS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 7(4), 365-375. SID. https://sid.ir/paper/319818/en

    Vancouver: Copy

    COCCIA SIMONA, DI MAGGIO ERICA, RINALDI ZILA. BOND SLIP MODEL IN CYLINDRICAL REINFORCED CONCRETE ELEMENTS CONFINED WITH STIRRUPS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2015;7(4):365-375. Available from: https://sid.ir/paper/319818/en

    IEEE: Copy

    SIMONA COCCIA, ERICA DI MAGGIO, and ZILA RINALDI, “BOND SLIP MODEL IN CYLINDRICAL REINFORCED CONCRETE ELEMENTS CONFINED WITH STIRRUPS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 7, no. 4, pp. 365–375, 2015, [Online]. Available: https://sid.ir/paper/319818/en

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