Open AccessTensile test analysis of cold-formed column in channel profile
Author(s) -
Abdurrahman Aziz,
N. Nindyawati,
K. Karyadi
Publication year - 2019
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/669/1/012049
Subject(s) - structural engineering , cold formed steel , joint (building) , finite element method , cold forming , ultimate tensile strength , frame (networking) , stress (linguistics) , channel (broadcasting) , column (typography) , materials science , engineering , composite material , mechanical engineering , connection (principal bundle) , linguistics , philosophy , electrical engineering
This study analyzes the joint capacity of cold-rolled steel frame structure for multi-level buildings to withstand axial loads. The column frame joint structures will be modeled, analyzed and tested. In this paper, the study is about cold-formed channel profile that will be tensile tested with 2 variations of the joint. The research objectives are (1) to determine the stress and strain, (2) the damage pattern. The test object is modeled using FEM with a scale of 1: 1 and the loading used is linear static loading. Simulation with FEM use a trial and error method by entering the parameters obtained. The draft and design of channel profiles using cold rolled steel material refers to several guidelines including SNI-7971-2013 on Cold Formed Steel Structures.