dc.contributor.author |
Gantes, CJ |
en |
dc.contributor.author |
Kounadis, AN |
en |
dc.contributor.author |
Mallis, J |
en |
dc.date.accessioned |
2014-03-01T01:13:35Z |
|
dc.date.available |
2014-03-01T01:13:35Z |
|
dc.date.issued |
1998 |
en |
dc.identifier.issn |
0178-7675 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/12592 |
|
dc.subject |
Discrete System |
en |
dc.subject |
Dissipative Structure |
en |
dc.subject |
Equilibrium Point |
en |
dc.subject |
Nonlinear Dynamics |
en |
dc.subject |
Ordinary Differential Equation |
en |
dc.subject |
Potential Energy Surface |
en |
dc.subject |
Qualitative Analysis |
en |
dc.subject |
Saddle Point |
en |
dc.subject |
Multi Degree of Freedom |
en |
dc.subject |
Two Degree of Freedom |
en |
dc.subject.classification |
Mathematics, Interdisciplinary Applications |
en |
dc.subject.classification |
Mechanics |
en |
dc.subject.other |
Approximation theory |
en |
dc.subject.other |
Buckling |
en |
dc.subject.other |
Computer simulation |
en |
dc.subject.other |
Degrees of freedom (mechanics) |
en |
dc.subject.other |
Differential equations |
en |
dc.subject.other |
Dynamic loads |
en |
dc.subject.other |
Dynamic response |
en |
dc.subject.other |
Discrete systems |
en |
dc.subject.other |
Field equations |
en |
dc.subject.other |
Potential energy surfaces |
en |
dc.subject.other |
Structural analysis |
en |
dc.title |
Approximate dynamic buckling loads of discrete systems via geometric considerations of their energy surface |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1007/s004660050317 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1007/s004660050317 |
en |
heal.language |
English |
en |
heal.publicationDate |
1998 |
en |
heal.abstract |
The nonlinear dynamic buckling characteristics of multi-degree-of-freedom (MDOF), autonomous, nondissipative structural systems are investigated both qualitatively and quantitatively. Attention is focused on systems which under the same loading applied statically exhibit snapping. The field equations are highly nonlinear ordinary differential equations (O.D.E.) which can be integrated only numerically. Instead, a qualitative analysis based on energy and geometric criteria is performed which allows to readily obtain approximate dynamic buckling loads, the accuracy of which can be established a priori. It is found that the accuracy depends on the geometry of the motion channel, defined by the total potential energy surface V in the V - displacement space between the starting point of motion and the saddle point with V = 0. It is established that the slenderness of this channel and the location within it of the starting point of motion in connection with the positions of the saddle point and the stable equilibrium point corresponding to the same load are related to the accuracy of the approximate dynamic buckling load. A symbolic manipulation software is used to study the geometric characteristics of the V-surface and of the motion channel, which lead to the evaluation of the degree of accuracy of the results obtained by the proposed qualitative analysis. The efficiency and reliability of the method is comprehensively demonstrated through numerous examples of a two-degree-of-freedom model. |
en |
heal.publisher |
Springer-Verlag GmbH & Company KG, Berlin, Germany |
en |
heal.journalName |
Computational Mechanics |
en |
dc.identifier.doi |
10.1007/s004660050317 |
en |
dc.identifier.isi |
ISI:000074177700017 |
en |
dc.identifier.volume |
21 |
en |
dc.identifier.issue |
4-5 |
en |
dc.identifier.spage |
398 |
en |
dc.identifier.epage |
402 |
en |