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Makale Tam Makale Uluslararası 2018

A Novel Approach for Bolted T-Stub Connections

Merve Sagiroglu, Mahyar Maali, Mahmut Kılıç, Abdulkadir Cüneyt Aydın

INTERNATIONAL JOURNAL OF STEEL STRUCTURES Cilt 18 · Sayı 3 · ss. 891–909 · 01.09.2018
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Özet

This paper reports an investigation into new connection types and their behaviors determined using full-scale experiments. T-shaped connections were created using the IPE standard profile. The aim of this study was to analyze the influence of T connections based on the IPE standard profile, height of beam to height of T-stub joint (H) of T-stub joints, and lengths (X) of T-stub joints on the behavior of steel connections, in order to provide the necessary data for improving Eurocode 3 and enable efficient use of residue IPE standard profiles and back to the consumption cycle. While the moment resistance values increased with an increase in H from H-min to H-max in model groups with X of 126 mm, and the energy dissipation increased with an increase in H from H-min to H-max and also with an increase in the lengths (X) of T-stub joints from 54 to 126 mm.

Anahtar kelimeler

experiment Eurocode 3 Moment-rotation curves IPE standard profile T-shaped connection

Atıf için künye

Sagiroglu, M., Maali, M., Kılıç, M., & Aydın, A. C. (2018). A Novel Approach for Bolted T-Stub Connections. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 18(3), 891–909. https://doi.org/10.1007/s13296-018-0034-x

BibTeX
@article{sagiroglu2018-174761,
  author = {Sagiroglu, Merve and Maali, Mahyar and Kılıç, Mahmut and Aydın, Abdulkadir Cüneyt},
  title = {A Novel Approach for Bolted T-Stub Connections},
  journal = {INTERNATIONAL JOURNAL OF STEEL STRUCTURES},
  year = {2018},
  volume = {18},
  number = {3},
  pages = {891--909},
  issn = {1598-2351},
  doi = {10.1007/s13296-018-0034-x},
  url = {https://akademik.atauni.edu.tr/yayinlar/174761-a-novel-approach-for-bolted-t-stub-connections}
}