dc.contributor.author |
Xirouchakis Paul, C |
en |
dc.date.accessioned |
2014-03-01T01:07:17Z |
|
dc.date.available |
2014-03-01T01:07:17Z |
|
dc.date.issued |
1988 |
en |
dc.identifier.issn |
0022-4502 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/9909 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-0023980651&partnerID=40&md5=30c59ce6854b5cf3d45e42004495a3de |
en |
dc.subject.classification |
Engineering, Marine |
en |
dc.subject.classification |
Engineering, Civil |
en |
dc.subject.other |
ELASTICITY - Computation |
en |
dc.subject.other |
ICE - Bearing Capacity |
en |
dc.subject.other |
MATHEMATICAL TECHNIQUES - Differential Equations |
en |
dc.subject.other |
OCEAN ENGINEERING |
en |
dc.subject.other |
ELASTIC-SOFTENING |
en |
dc.subject.other |
FLOATING BEAMS |
en |
dc.subject.other |
MOMENT-CURVATURE CURVE |
en |
dc.subject.other |
BEAMS AND GIRDERS |
en |
dc.title |
ELASTIC-SOFTENING FAILURE OF FLOATING BEAMS. |
en |
heal.type |
journalArticle |
en |
heal.language |
English |
en |
heal.publicationDate |
1988 |
en |
heal.abstract |
The solution is presented for an infinite elastic-softening floating beam under a point load. The response depends on two nondimensional parameters: the negative stiffness coefficient that characterizes the decending part of the moment-curvature curve, and the nondimensional softening region half-length. The solution exhibits two important features that the elastic-perfectly plastic solution does not show. First, in certain ranges of parameters, the elastic-softening beam has a clearly defined maximum load carrying capacity. Second, in some other ranges of parameters, the elastic-softening beam has a minimum load or residual strength. The beam stiffens up upon further deformation due to the reactions of the water foundation. Critical softening parameters are calculated that separate stable from unstable behavior. In the present paper the elastic-softening concept is adopted for ice behavior and the problem of a floating ice beam is examined. |
en |
heal.publisher |
SOC NAVAL ARCH MARINE ENG |
en |
heal.journalName |
Journal of Ship Research |
en |
dc.identifier.isi |
ISI:A1988M715100004 |
en |
dc.identifier.volume |
32 |
en |
dc.identifier.issue |
1 |
en |
dc.identifier.spage |
37 |
en |
dc.identifier.epage |
43 |
en |