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title

Ultimate Tensile Strength of Embedded I-Sections: a Comparison of Experimental and Numerical Results

Credit to Download: 1 | Page Numbers 18 | Abstract Views: 795
Year: 2014
COI code: CESCM05_107
Paper Language: English

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Authors Ultimate Tensile Strength of Embedded I-Sections: a Comparison of Experimental and Numerical Results

  Mahmoud Heristchian - Islamic Azad University, South Tehran Branch (IAU STB), Iran
Pouyan Pourakbar - Graduate IAU STB
  Saeed Imeni - Islamic Azad University, South Tehran Branch (IAU STB), Iran
  M Reza Adib Ramezani - Islamic Azad University, South Tehran Branch (IAU STB), Iran

Abstract:

Exposed base-plates 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 pull-out 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 pull-out forces at lower constructional costs.

Keywords:

steel section embedded in concrete; pull-out test; ultimate load; numerical modelling

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COI code: CESCM05_107

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Heristchian, Mahmoud; Pouyan Pourakbar; Saeed Imeni & M Reza Adib Ramezani, 2014, Ultimate Tensile Strength of Embedded I-Sections: a Comparison of Experimental and Numerical Results, 5th National Conference on Earthquake and Structural, كرمان, جهاد دانشگاهي كرمان, https://www.civilica.com/Paper-CESCM05-CESCM05_107.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Heristchian, Mahmoud; Pouyan Pourakbar; Saeed Imeni & M Reza Adib Ramezani, 2014)
Second and more: (Heristchian; Pourakbar; Imeni & Adib Ramezani, 2014)
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The University/Research Center Information:
Type: Azad University
Paper No.: 8307
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