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Information Journal Paper

Title

ULTIMATE TENSILE STRENGTH OF EMBEDDED I-SECTIONS: A COMPARISON OF EXPERIMENTAL AND NUMERICAL RESULTS

Pages

  169-180

Abstract

 Exposed baseplates together with anchor bolts are the customary method of connection of steel structures to the concrete footings. Post-Kobe studies revealed that the embedded column bases respond better to the earthquake uplift forces. The embedded column bases also, offer higher freedom in achieving the required strength, rigidity and ductility. The paper presents the results of the pullout failure of three embedded IPE140 sections, tested under different conditions. The numerical models are then, generated in Abaqus 6.10-1 software. It is concluded that, the steel profiles could be directly anchored in concrete without using anchor bolts as practiced in the exposed conventional column bases. Such embedded column bases can develop the required resistance against pullout forces at lower constructional costs.

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  • References

    Cite

    APA: Copy

    Heristchian, Mahmoud, Pourakbar, Pouyan, Imeni, Saeed, & Adib Ramezani, M.Reza. (2014). ULTIMATE TENSILE STRENGTH OF EMBEDDED I-SECTIONS: A COMPARISON OF EXPERIMENTAL AND NUMERICAL RESULTS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 6(4), 169-180. SID. https://sid.ir/paper/319782/en

    Vancouver: Copy

    Heristchian Mahmoud, Pourakbar Pouyan, Imeni Saeed, Adib Ramezani M.Reza. ULTIMATE TENSILE STRENGTH OF EMBEDDED I-SECTIONS: A COMPARISON OF EXPERIMENTAL AND NUMERICAL RESULTS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2014;6(4):169-180. Available from: https://sid.ir/paper/319782/en

    IEEE: Copy

    Mahmoud Heristchian, Pouyan Pourakbar, Saeed Imeni, and M.Reza Adib Ramezani, “ULTIMATE TENSILE STRENGTH OF EMBEDDED I-SECTIONS: A COMPARISON OF EXPERIMENTAL AND NUMERICAL RESULTS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 6, no. 4, pp. 169–180, 2014, [Online]. Available: https://sid.ir/paper/319782/en

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