Experimental Model of the Behaviour of Bolted Angles Connections with Stiffeners
Özet
This paper presents the experimental results of twenty full scale specimens of steel bolted connections beam-to-column with top-and-seat angles in six groups, labelled L91-tp8, L82-tp8, L73-tp8, L91-tp10, L82-tp10 and L73-tp10 groups (L=length of top-and-seat angle, tp=stiffener thickness of top-and-seat angle), under static loading. This study was undertaken to analyse the influence of angles and beams with stiffeners on the behaviour of the beam-to-column joints. The main parameters observed are the evolution of the resistance, the stiffness, the rotation capacity, the ductility of a joint, and the energy dissipation capacity. The aim was to provide necessary data to improve the Eurocode 3.
Anahtar kelimeler
Atıf için künye
Maali, M., Kılıç, M., & Aydın, A. C. (2016). Experimental Model of the Behaviour of Bolted Angles Connections with Stiffeners. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 16(3), 719–733. https://doi.org/10.1007/s13296-015-0183-0
BibTeX
@article{maali2016-174739,
author = {Maali, Mahyar and Kılıç, Mahmut and Aydın, Abdulkadir Cüneyt},
title = {Experimental Model of the Behaviour of Bolted Angles Connections with Stiffeners},
journal = {INTERNATIONAL JOURNAL OF STEEL STRUCTURES},
year = {2016},
volume = {16},
number = {3},
pages = {719--733},
issn = {1598-2351},
doi = {10.1007/s13296-015-0183-0},
url = {https://akademik.atauni.edu.tr/yayinlar/174739-experimental-model-of-the-behaviour-of-bolted-angles-connections-with-stiffeners}
}