TY  - JOUR
TI  - Experimental study on the rotation capacity of bolted and welded beam-to-column connection using cold-formed steel sections
AB  - This paper investigates new bolted and welded beam-to-column connection types on the cold-formed steel sections (CFS) and their behaviors determined using full-scale experiments. This study aimed to analyze the influence of weld/bolt connections based on CFS profile and failure modes to provide the necessary data for improving Eurocode 3. In contrast, the rotation and ductility of a joint of the welded connection are lower than the bolted connection. Thus, the bolted connection exhibits a semi-rigid behavior‒also, the energy dissipation capacity values in the bolted connection are bigger than welded connection. Thus, the bolded connection has a semi-rigid be-havior. Also, model failure is determined by the type of connection (bolted and weld-ed). The rotation and ductility of a joint of the welded connection are lower than the bolted connection. Thus, the bolted connection exhibits a semi-rigid behavior‒also, the energy dissipation capacity values in the bolted connection are bigger than welded connection. Furthermore, the specimens of the welded connection have rigid behav-ior in the failure modes.
AU  - SAGIROGLU MAALI, MERVE
AU  - KILIÇ, MAHMUT
AU  - Maali, Mahyar
AU  - AYDIN, Abdulkadir Cuneyt
DO  - 10.20528/cjsmec.2022.04.001
PY  - 2022
JO  - Challenge Journal of Structural Mechanics
VL  - 8
IS  - 4
SN  - 2149-8024
SP  - 133
EP  - 140
DB  - TRDizin
UR  - http://search/yayin/detay/1156448
ER  -