Tensile test analysis of cold-formed column in channel profile

0Citations
Citations of this article
7Readers
Mendeley users who have this article in their library.

This article is free to access.

Abstract

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.

Cite

CITATION STYLE

APA

Aziz, A. A., Nindyawati, N., & Karyadi, K. (2019). Tensile test analysis of cold-formed column in channel profile. In IOP Conference Series: Materials Science and Engineering (Vol. 669). Institute of Physics Publishing. https://doi.org/10.1088/1757-899X/669/1/012049

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free