The influence of changing amplitude of the initial imperfections on the laterally loaded cylindrical shell
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216275%3A25510%2F18%3A39912343" target="_blank" >RIV/00216275:25510/18:39912343 - isvavai.cz</a>
Výsledek na webu
<a href="http://www.tf.llu.lv/conference/proceedings2018/Papers/N471.pdf" target="_blank" >http://www.tf.llu.lv/conference/proceedings2018/Papers/N471.pdf</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.22616/ERDev2018.17.N471" target="_blank" >10.22616/ERDev2018.17.N471</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The influence of changing amplitude of the initial imperfections on the laterally loaded cylindrical shell
Popis výsledku v původním jazyce
The article is devoted to the research of thin-walled shell structures. Specifically, this article deals with the influence of initial imperfections on the loss of stability of the laterally loaded cylindrical shell. Previous contributions of the author on this topic were using initial imperfections of constant amplitude; however, initial imperfections of changing amplitude were used in this phase of research. The examined structure is considered as a part of the simplified case of the cylindrical shell (part of a road tank), which is located on saddle supports. The beginning of the initial shape imperfections is considered as state of overloading of the structure from its own weight and the weight of its content. The initial imperfections of the shape are created by pushing the rigid saddle support into the shell. Therefore, the new deformed shape of the shell can be used as an imperfect shell in the following nonlinear analysis. The objective of the analysis is to evaluate the so-called reduction factor α. The reduction factor depends on the change of the geometric parameters of the numerical model and on the change of amplitude of initial imperfections. The most important geometric parameters are the embracing angle of the saddle support 2θ and the wall thickness of the shell t. The changing amplitude of the initial imperfections Δw is represented here by the dimensionless parameter Δw/t with regard to the shell thickness t. The numerical analysis was carried out by means of a computer program COSMOS/M based on the finite element method (FEM).
Název v anglickém jazyce
The influence of changing amplitude of the initial imperfections on the laterally loaded cylindrical shell
Popis výsledku anglicky
The article is devoted to the research of thin-walled shell structures. Specifically, this article deals with the influence of initial imperfections on the loss of stability of the laterally loaded cylindrical shell. Previous contributions of the author on this topic were using initial imperfections of constant amplitude; however, initial imperfections of changing amplitude were used in this phase of research. The examined structure is considered as a part of the simplified case of the cylindrical shell (part of a road tank), which is located on saddle supports. The beginning of the initial shape imperfections is considered as state of overloading of the structure from its own weight and the weight of its content. The initial imperfections of the shape are created by pushing the rigid saddle support into the shell. Therefore, the new deformed shape of the shell can be used as an imperfect shell in the following nonlinear analysis. The objective of the analysis is to evaluate the so-called reduction factor α. The reduction factor depends on the change of the geometric parameters of the numerical model and on the change of amplitude of initial imperfections. The most important geometric parameters are the embracing angle of the saddle support 2θ and the wall thickness of the shell t. The changing amplitude of the initial imperfections Δw is represented here by the dimensionless parameter Δw/t with regard to the shell thickness t. The numerical analysis was carried out by means of a computer program COSMOS/M based on the finite element method (FEM).
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20301 - Mechanical engineering
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach<br>I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2018
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Engineering for Rural Development
ISBN
—
ISSN
1691-3043
e-ISSN
—
Počet stran výsledku
6
Strana od-do
801-806
Název nakladatele
Latvia University of Afgriculture
Místo vydání
Jelgava
Místo konání akce
Jelgava
Datum konání akce
23. 5. 2018
Typ akce podle státní příslušnosti
EUR - Evropská akce
Kód UT WoS článku
—