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A Comparative Study of Hot Rolled Section (HRS) and Cold Formed Section under Combined Bending and Shear Using ANSYS.16

Author(s):

Kalpak V Sankhla , Dr.D YPatil School of Engineering and technology Lohegaon Pune, Dr.D YPatil School of Engineering and technology Lohegaon Pune; N. L. Shelke, Dr.D YPatil School of Engineering and technology Lohegaon Pune; Manoj U. Deosarkar, Dr.D YPatil School of Engineering and technology Lohegaon Pune

Keywords:

Cold Formed Steel (CFS), Hot Rolled Section (HRS), ANSYS 16

Abstract

In upcoming era of light weight construction light gauge steel construction is the prominent demand of the time. The sections used are light in weight as the thickness is less than the hot rolled section. This type of construction reduced the 30% of overall weight of structure without compromising in strength and stability. In this study the light gauge channel section is considered to compare behaviour of CFS section with and without stiffeners. Initially the capacity of the CFS section is carried out using provisions of IS 801-1975 for flexure. The specimen is analytically studied using ANSYS software. The specimen is then experimentally investigated for the flexural behaviour of CFS sections with and without stiffener. The main target for this study is to make the behavior of CFS equal to HRS.

Other Details

Paper ID: IJSRDV5I21296
Published in: Volume : 5, Issue : 2
Publication Date: 01/05/2017
Page(s): 1399-1403

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