Continuous approximation of buckling shape of beam loaded by gravity

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44705" target="_blank" >RIV/00216305:26110/04:PU44705 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Spojitá aproximace prutu při ztrátě stability od vlastní tíhy

Original language description

The analytic aproximation of the nonlinear solution of the elastic cantilever beam buckling problem is presented in the paper. The beam is loaded by the gravity in the same direction like the undeformed beam axis. The variational Ritz method was used forthe finding the buckling shape approximation

Czech name

Spojitá aproximace prutu při ztrátě stability od vlastní tíhy

Czech description

The analytic aproximation of the nonlinear solution of the elastic cantilever beam buckling problem is presented in the paper. The beam is loaded by the gravity in the same direction like the undeformed beam axis. The variational Ritz method was used forthe finding the buckling shape approximation

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GA103%2F02%2F1030" target="_blank" >GA103/02/1030: Nonlinear fracture mechanics of concrete based on stochastic finite elements and random fields</a><br>

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2004

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Modelování v mechanice 2004

ISBN

80-248-0546-4

ISSN

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e-ISSN

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Number of pages

8

Pages from-to

49-56

Publisher name

VŠB-TUO

Place of publication

Ostrava

Event location

Ostrava

Event date

Jan 28, 2004

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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