Investigation on Flexural Behaviour of Cold Formed Steel Latticed Built-Up I Section with Drop Web
DOI:
https://doi.org/10.51983/ajeat-2018.7.1.880Keywords:
Abaqus, Cold formed section, Drop Web, Built up Beam, LatticedAbstract
This paper deals with the study of flexural behaviour of cold formed latticed built-up I beam with drop web for various sections by varying depth, thickness and span length of the section. The numerical analysis was carried out by FEM software ABAQUS 6.13[11]. The experimental works carried out by Cheng Yu and Benjamin W. Schafer (2006) [1] were taken for validating the numerical analysis procedure. It provides a cost effective way to explore the performance of products in a virtual environment. The ultimate capacity is obtained by performing both linear and non-linear analysis. Theoretical investigation as per AISI specification was carried out for all the specimens to check the accuracy of the design proposal. Numerical finite element procedure is used to instruct the effect of various parameters on behavior of beams. The critical load and different modes of failure are studied by this numerical investigation. Comparison between deformed shape and load vs. displacement curves of I section with drop web were presented.
References
Cheng Yu and Benjamin W. Schafer, "Distortional Buckling of Cold Formed Steel Beams," Journal Of Structural Engineering (ASCE), vol. 132, no. 45, pp. 15-28, 2006.
Jun Ye, Iman Hajirasouliha, Jurgen Becque, and Kypros Pilakoutas, "The Development of more Efficient Cold-Formed Steel Channel Sections in Bending," 2015.
Cheng Yu and Benjamin W. Schafer, "Simulation of Cold Formed Steel in Local and Distortional Buckling," Journal of Constructional Steel Research, vol. 3, no. 1, pp. 581-590, 2006.
K. Magnucki and P. Paczos, "Theoretical shape optimization of cold-formed thin-walled channel beams with drop flanges in pure bending," Journal of Constructional Steel Research, vol. 65, pp. 1731-1737, 2009.
K. Maguncki, P. Paczos, and J. Kasprazak, "Elastic buckling of cold-formed thin-walled channel beams with drop flanges," Journal of Structural Engineering, ASCE, vol. 136, pp. 886-896, 2010.
M. Macdonald, M. A. Heiyantuduwa Don, M. Koteko ban, and Rhodes, "Web Crippling Behaviour Of Cold-Formed Thin-Walled Steel Lipped Channel Beams," Journal of Structural Eng ASCE, vol. 127, no. 10, pp. 1137-44, 2010.
K. Sudha and S. Sukumar, "Behaviour of Cold-Formed Steel Built-up I Section Under Bending," International Journal of Engineering and Technology, vol. 5, no. 6, pp. 0975-4024, Dec 2013-Jan 2014.
M. Vijayasimhan, V. Marimuthu, G. S. Palani, and P. Rama Mohan Rao, "Comparative Study on Distortional Buckling Strength of Cold-formed Steel Lipped Channel Section," Research Journal of Engineering Sciences, ISSN 2278-9472, 2013.
M. Karunakaran and M. Helen Shanti, "FE Analysis of Hollow Flanged Cold-Formed Steel Z Beams," International Journal of Civil Engineering and Applications, 2013.
T. Srinath and M. Shanmugarajan, "Effect of Web opening on the Bending Behaviour of Cold Formed Steel Built-Up 'I' Section," International Journal of Science, Environment And Technology, vol. 5, no. 1, pp. 102-110, 2016.
ABAQUS, Dassault Systems Simulia Corp, ABAQUS Standard User’s Manual Version 6.13 USA, 2013.
Christopher D. Moen and Benjamin W. Schafer, "Extending Direct Strength Design Design to Cold Formed Steel Beam with Holes," in 20th International Specialty Conference on Cold Formed Steel Structures, St. Louis, Missouri, USA, 2010.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2018 The Research Publication
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.