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Published in:

Volume 3 Issue 5
May-2016
eISSN: 2349-5162

Unique Identifier

JETIR1605041

Page Number

233-235

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Title

Comparison of analytical critical buckling load for castellated beam

ISSN

2349-5162

Cite This Article

"Comparison of analytical critical buckling load for castellated beam", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.3, Issue 5, page no.233-235, May-2016, Available :http://www.jetir.org/papers/JETIR1605041.pdf

Abstract

The paper present parametric study of castellated beam with rectangular and circular web opening. The study consider the web buckling capacity of castellated beam with slender cantilever beam and simply supported beam either with circular opening rectangular opening and no opening. Analysis is carried out by using finite element software ANSYS APDL. It was observed that circular opening perform better than rectangular opening.

Key Words

Web opening, Web buckling, Circular opening, Rectangular opening, ANSYS APDL, Critical load

Cite This Article

"Comparison of analytical critical buckling load for castellated beam", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.3, Issue 5, page no. pp233-235, May-2016, Available at : http://www.jetir.org/papers/JETIR1605041.pdf

Publication Details

Published Paper ID: JETIR1605041
Registration ID: 160218
Published In: Volume 3 | Issue 5 | Year May-2016
DOI (Digital Object Identifier):
Page No: 233-235
ISSN Number: 2349-5162

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Cite This Article

"Comparison of analytical critical buckling load for castellated beam", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.3, Issue 5, page no. pp233-235, May-2016, Available at : http://www.jetir.org/papers/JETIR1605041.pdf




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