Comparative study of free vibration of anti-symmetric angle-ply laminated plates

In this study free vibrations of anti-symmetric angle-ply composite plates including shear deformation under clamped-clamped boundary conditions are presented. Two types of numerical methods are adopted to analyze the problem. The spline and radial basis functions base mesh free scheme are applied s...

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التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: Viswanathan, Kodakkal Kannan, Karthik, Krishnan, Sanyasiraju, V. S. S., Abdul Aziz, Zainal
التنسيق: Conference or Workshop Item
منشور في: 2015
الموضوعات:
الوصول للمادة أونلاين:http://eprints.utm.my/id/eprint/60655/
http://science.utm.my/sksm23/
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spelling my.utm.606552017-08-22T03:03:33Z http://eprints.utm.my/id/eprint/60655/ Comparative study of free vibration of anti-symmetric angle-ply laminated plates Viswanathan, Kodakkal Kannan Karthik, Krishnan Sanyasiraju, V. S. S. Abdul Aziz, Zainal TA Engineering (General). Civil engineering (General) In this study free vibrations of anti-symmetric angle-ply composite plates including shear deformation under clamped-clamped boundary conditions are presented. Two types of numerical methods are adopted to analyze the problem. The spline and radial basis functions base mesh free scheme are applied simultaneously to approximate the displacement and rotational functions. Comparative studies have been made for analyzing the frequency parameters with respect to the material properties, number of layers, fiber orientations, side-to-thickness ratio and aspect ratio. The results are depicted in terms of tables and graphs. 2015 Conference or Workshop Item PeerReviewed Viswanathan, Kodakkal Kannan and Karthik, Krishnan and Sanyasiraju, V. S. S. and Abdul Aziz, Zainal (2015) Comparative study of free vibration of anti-symmetric angle-ply laminated plates. In: Symposium Kebangsaan Sains Matematik, 24-26 Nov,2015, Johor Bahru, johor. http://science.utm.my/sksm23/
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Viswanathan, Kodakkal Kannan
Karthik, Krishnan
Sanyasiraju, V. S. S.
Abdul Aziz, Zainal
Comparative study of free vibration of anti-symmetric angle-ply laminated plates
description In this study free vibrations of anti-symmetric angle-ply composite plates including shear deformation under clamped-clamped boundary conditions are presented. Two types of numerical methods are adopted to analyze the problem. The spline and radial basis functions base mesh free scheme are applied simultaneously to approximate the displacement and rotational functions. Comparative studies have been made for analyzing the frequency parameters with respect to the material properties, number of layers, fiber orientations, side-to-thickness ratio and aspect ratio. The results are depicted in terms of tables and graphs.
format Conference or Workshop Item
author Viswanathan, Kodakkal Kannan
Karthik, Krishnan
Sanyasiraju, V. S. S.
Abdul Aziz, Zainal
author_facet Viswanathan, Kodakkal Kannan
Karthik, Krishnan
Sanyasiraju, V. S. S.
Abdul Aziz, Zainal
author_sort Viswanathan, Kodakkal Kannan
title Comparative study of free vibration of anti-symmetric angle-ply laminated plates
title_short Comparative study of free vibration of anti-symmetric angle-ply laminated plates
title_full Comparative study of free vibration of anti-symmetric angle-ply laminated plates
title_fullStr Comparative study of free vibration of anti-symmetric angle-ply laminated plates
title_full_unstemmed Comparative study of free vibration of anti-symmetric angle-ply laminated plates
title_sort comparative study of free vibration of anti-symmetric angle-ply laminated plates
publishDate 2015
url http://eprints.utm.my/id/eprint/60655/
http://science.utm.my/sksm23/
_version_ 1643654937266094080
score 13.250246