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Home»Articles»Investigation on Flexural Behaviour of Cold Formed Steel Latticed Built-Up I Section with Drop Web

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Asian Journal of Engineering and Applied Technology (AJEAT)

Editor Dr. Seshadri Ramkumar
Print ISSN : 2249-068X
Frequency : Quarterly

Investigation on Flexural Behaviour of Cold Formed Steel Latticed Built-Up I Section with Drop Web

Author : N. Nandhini and K. Sudha
Volume 7 No.1 Special Issue:April 2018 pp 65-68

Abstract

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.

Keywords

Abaqus, Built up Beam, Cold formed section, Drop Web, Latticed

Full Text:

References

[1]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.
[2]Jun Ye, Iman Hajirasouliha, Jurgen Becque and Kypros Pilakoutas, “The Development of more Efficient Cold-Formed Steel Channel Sections in Bending”, 2015.
[3]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.
[4]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.
[5]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.
[6]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.
[7]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.
[8]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.
[9]M. Karunakaran and M. Helen Shanti, “FE Analysis of Hollow Flanged Cold-Formed Steel Z Beams”, International Journal of Civil Engineering and Applications, 2013.
[10] 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.

[11] ABAQUS, Dassault Systems Simulia Corp, ABAQUS Standard User’s Manual Version 6.13 USA, 2013.
[12] Christopher D. Moen and Benjamin W. Schafer, “Extending Direct Strength Design Design to Cold Formed Steel Beam with Holes”, 20th International Specialty Conference on Cold Formed Steel Structures, St. Louis, Missouri, USA, 2010.

Asian Journal of Engineering and Applied Technology is a peer-reviewed International research journal aiming at promoting and publishing original high quality research in all disciplines of engineering and applied technology. All research articles submitted to AJEAT should be original in nature, never previously published in any journal or presented in a conference or undergoing such process across the world. All the submissions will be peer-reviewed by the panel of experts associated with particular field. Submitted papers should meet the internationally accepted criteria and manuscripts should follow the style of the journal for the purpose of both reviewing and editing.

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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.

Editor-in-Chief
Dr. Seshadri Ramkumar
Department of Environmental Toxicology, Texas Tech University, Texas
[email protected]
Editorial Advisory Board
Dr. Kamarul Ariffin Bin Noordin
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Benjamin T.F. Chung
Department of Mechanical Engineering, University of Akron, Akron, USA
[email protected]
Dr. Mohd Faiz Bin Mohd Salleh
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Suhana Binti Mohd Said
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Norrima Binti Mokhtar
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Mohamadariff
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]

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    Editorial Note

    Editorial Dr. Seshadri Ramkumar

    Editor-in-Chief
    Dr. Seshadri Ramkumar
    Department of Environmental Toxicology, Texas Tech University, Texas
    [email protected]
    Editorial Advisory Board
    Dr. Kamarul Ariffin Bin Noordin
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Benjamin T.F. Chung
    Department of Mechanical Engineering, University of Akron, Akron, USA
    [email protected]
    Dr. Mohd Faiz Bin Mohd Salleh
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Suhana Binti Mohd Said
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Norrima Binti Mokhtar
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Mohamadariff
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]

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