Numerical Simulation and Design of Steel Angle Section Columns

2021 ◽  
Author(s):  
Behnam Behzadi-Sofiani ◽  
Leroy Gardner ◽  
M. Ahmer Wadee
Keyword(s):  
Numerical Simulation ◽  
Steel Angle ◽  
Angle Section

Determination of the drag and lift coefficients in an equal-leg steel angle section using numerical simulation

2021 ◽  
Vol 38 (1) ◽  
pp. 66-84
Author(s):  
Nelson Fundora Sautié ◽  
Leonardo Romero Monteiro ◽  
Edith Beatriz Camano Schettini ◽  
Vivian Elena Parnás
Keyword(s):  
Numerical Simulation ◽  
Drag And Lift Coefficients ◽  
Steel Angle ◽  
Angle Section ◽  
Drag And Lift

scholarly journals Behaviour of Cold Formed Light Gauge Steel Angle Columns Subjected To Eccentric Loading

2019 ◽  
Vol 8 (6) ◽  
pp. 384-396
Keyword(s):  
Finite Element ◽  
Element Model ◽  
Eccentric Load ◽  
Steel Columns ◽  
Cold Bending ◽  
Steel Angle ◽  
Wide Range ◽  
Angle Section ◽  
Commercial Applications ◽  
Hot Rolled

Coldformed steel is an exceptional engineering material for residential and commercial applications because of its inherent structural efficiency obtained by hot and cold bending and its wide range of prefabricated geometries.A lot of research has been done to study the structuralbehaviour of light gauge axially loaded steel angle columns. The study of cold formed light gauge steel angle columns subjected to eccentric load is to be required to know its performance in the place of hot rolled steel columns. The load is varying from shear centre to centre of gravity of angle section. The study of such columns can be done experimentally with varying thickness and b/t ratios by taking fixed-hinged end condition and the same can be validated in the finite element model by using ABAQUS / CAE 6.14 finite element softwareto find the buckling behaviour of different columns

scholarly journals Numerical Investigation on Cold Formed Steel Angle Section Portal Frames

2021 ◽  
Vol 10 (1) ◽  
Author(s):  
P. Lakshmi ◽  
Devika Santhosh
Keyword(s):  
Rolled Steel ◽  
Element Analysis ◽  
Displacement Response ◽  
Steel Angle ◽  
Angle Section ◽  
Steel Sections ◽  
Cold Formed Steel ◽  
Load Displacement ◽  
Hot Rolled ◽  
Hot Rolled Steel

Cold formed steel portal frames are widely used as alternative to traditional portal frames made from hot rolled steel sections. Load-displacement response of cold formed steel single C-section portal frames is available. C- section portal frames undergo significant deformation before reaching their ultimate loads. In this study, cold formed steel angle portal frame is analyzed using finite element analysis in order to find the load-displacement response. Bolt pressure is applied at the location of physical bolts in ANSYS. Keywords- Cold formed steel portal frames, fasteners, bolts, connections, Numerical modelling

scholarly journals EXPERIMENTAL AND ANALYTICAL STUDY ON BEHAVIOUR OF COLD FORMED STEEL USING ANGLE SECTION UNDER TENSION MEMBERS

2020 ◽  
Vol 5 (1) ◽  
pp. 20-28 ◽  
Author(s):  
Paul Makesh ◽  
Arivalagan S
Keyword(s):  
Analytical Study ◽  
Load Capacity ◽  
Test Results ◽  
Sectional Area ◽  
Ansys Software ◽  
Ansys Analysis ◽  
Steel Angle ◽  
Angle Section ◽  
Cold Formed Steel ◽  
Tension Members

The effective sectional area concept was adopted to conduct the analysis of cold-formed Tension members. ANSYS software was utilized to simulate the behavior of cold formed steel angle under tension load. The paper describes the results from a finite element investigation into the load capacity tension members of single angle sections of 2mm and double angles sections of 2mm under plain (without Lipped) and with Lipped conditions subjected to tension. Comparisons were made between the test results and the predictions based on both the Experimental investigation and the ANSYS analysis. Results also comparisons were made by the International codes BIS, AISI, AS/NZS and BS.

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