dc.contributor.author |
Kounadis, AN |
en |
dc.date.accessioned |
2014-03-01T01:07:08Z |
|
dc.date.available |
2014-03-01T01:07:08Z |
|
dc.date.issued |
1988 |
en |
dc.identifier.issn |
0020-7683 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/9815 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-38249032295&partnerID=40&md5=01cd7c7cb0ff446b08ca4499610527dc |
en |
dc.subject.classification |
Mechanics |
en |
dc.title |
Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica |
en |
heal.type |
journalArticle |
en |
heal.language |
English |
en |
heal.publicationDate |
1988 |
en |
heal.abstract |
The efficiency, accuracy and ease in use of linearized stability analyses for establishing the postbuckling response of rigid jointed frames is discussed using as a model a simple rectangular frame. This is accomplished by comparing a variety of results of the linearized stability analyses with those of the exact elastica analysis the governing equations of which appear for the first time in the technical literature; important conclusions on the accuracy and range of applicability of the foregoing linearized stability analyses are drawn. It is found that the completely linearized stability analysis, corresponding to a linear boundary-value problem, furnishes very reliable results which are quite near to those of the widely used non-linear kinematic stability analysis and much more accurate than those of the standard (incompressible) elastica; thus the former analysis, being the simplest possible postbuckling analysis, constitutes, for structural design purposes the most powerful method for determining the initial postbuckling response of frames. © 1988. |
en |
heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
heal.journalName |
International Journal of Solids and Structures |
en |
dc.identifier.isi |
ISI:A1988R517600002 |
en |
dc.identifier.volume |
24 |
en |
dc.identifier.issue |
11 |
en |
dc.identifier.spage |
1097 |
en |
dc.identifier.epage |
1112 |
en |