Vibration Characteristics Oblate Shell "With and Without Framed Structure"
This paper presents the results of investigating the vibrational characteristics of oblate dish with and without framed structure . A finite element method, was applied to the dynamic analysis of oblate spheroidal shell. Different types of elements were considered in one dimension and two dimensions...
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Al-Khwarizmi College of Engineering – University of Baghdad
2010
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oai:doaj.org-article:ad2c97e3834448bbab0cc57f165f3b262021-12-02T03:53:50ZVibration Characteristics Oblate Shell "With and Without Framed Structure" 1818-1171https://doaj.org/article/ad2c97e3834448bbab0cc57f165f3b262010-01-01T00:00:00Zhttp://www.iasj.net/iasj?func=fulltext&aId=24858https://doaj.org/toc/1818-1171This paper presents the results of investigating the vibrational characteristics of oblate dish with and without framed structure . A finite element method, was applied to the dynamic analysis of oblate spheroidal shell. Different types of elements were considered in one dimension and two dimensions. It was found that the natural frequencies of oblate shells had two types of behavior against increasing the shell thickness and eccentricity, which are the membrane mode and bending mode Since the membrane modes natural frequencies tend to increase with the increasing the eccentricity of oblate, while the bending modes natural frequencies decrease with the increasing the eccentricity till reach the optimum eccentricity.Experimental Validation tests have been carried out on the spheroid dish by using the model analysis technique. Hatem R. WaseemKadhim H. GhlaimAl-Khwarizmi College of Engineering – University of BaghdadarticleVibrationstructure.Chemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 6, Iss 2, Pp 1-10 (2010) |
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DOAJ |
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Vibration structure. Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 |
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Vibration structure. Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 Hatem R. Waseem Kadhim H. Ghlaim Vibration Characteristics Oblate Shell "With and Without Framed Structure" |
description |
This paper presents the results of investigating the vibrational characteristics of oblate dish with and without framed structure . A finite element method, was applied to the dynamic analysis of oblate spheroidal shell. Different types of elements were considered in one dimension and two dimensions. It was found that the natural frequencies of oblate shells had two types of behavior against increasing the shell thickness and eccentricity, which are the membrane mode and bending mode Since the membrane modes natural frequencies tend to increase with the increasing the eccentricity of oblate, while the bending modes natural frequencies decrease with the increasing the eccentricity till reach the optimum eccentricity.Experimental Validation tests have been carried out on the spheroid dish by using the model analysis technique. |
format |
article |
author |
Hatem R. Waseem Kadhim H. Ghlaim |
author_facet |
Hatem R. Waseem Kadhim H. Ghlaim |
author_sort |
Hatem R. Waseem |
title |
Vibration Characteristics Oblate Shell "With and Without Framed Structure" |
title_short |
Vibration Characteristics Oblate Shell "With and Without Framed Structure" |
title_full |
Vibration Characteristics Oblate Shell "With and Without Framed Structure" |
title_fullStr |
Vibration Characteristics Oblate Shell "With and Without Framed Structure" |
title_full_unstemmed |
Vibration Characteristics Oblate Shell "With and Without Framed Structure" |
title_sort |
vibration characteristics oblate shell "with and without framed structure" |
publisher |
Al-Khwarizmi College of Engineering – University of Baghdad |
publishDate |
2010 |
url |
https://doaj.org/article/ad2c97e3834448bbab0cc57f165f3b26 |
work_keys_str_mv |
AT hatemrwaseem vibrationcharacteristicsoblateshellwithandwithoutframedstructure AT kadhimhghlaim vibrationcharacteristicsoblateshellwithandwithoutframedstructure |
_version_ |
1718401573636276224 |