RIGID-PLASTIC RESPONSE OF FLOATING PLATES.

Anastasiadis, John; Xirouchakis Paul, C

dc.contributor.author	Anastasiadis, John	en
dc.contributor.author	Xirouchakis Paul, C	en
dc.date.accessioned	2014-03-01T01:07:15Z
dc.date.available	2014-03-01T01:07:15Z
dc.date.issued	1988	en
dc.identifier.issn	0022-4502	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9885
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0024085160&partnerID=40&md5=cfaf407fdf2c0afeb095fc3dc3d9504a	en
dc.subject.classification	Engineering, Marine	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	ICE	en
dc.subject.other	STRUCTURAL ANALYSIS - Plasticity	en
dc.subject.other	FREELY FLOATING PLATE	en
dc.subject.other	LATERAL AXISYMMETRIC LOADING	en
dc.subject.other	STATIC FLEXURAL RESPONSE	en
dc.subject.other	PLATES	en
dc.title	RIGID-PLASTIC RESPONSE OF FLOATING PLATES.	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1988	en
heal.abstract	This paper presents the exact formulation and solution for the static flexural response of a rigid perfectly plastic freely floating plate subjected to lateral axisymmetric loading. The Tresca yield condition is adopted with the associated flow rule. The plate response is divided into three phases: Initially the plate moves downward into the foundation as a rigid body (Phase I). Subsequently the plate deforms in a conical mode in addition to the rigid body motion (Phase II). At a certain value of the load a hinge-circle forms which may move as the pressure increases further (Phase III). The nature of the solution during the third phase depends upon the parameter alpha equals a/R (ratio of radius of loaded area to the plate radius).	en
heal.publisher	SOC NAVAL ARCH MARINE ENG	en
heal.journalName	Journal of Ship Research	en
dc.identifier.isi	ISI:A1988Q270600002	en
dc.identifier.volume	32	en
dc.identifier.issue	3	en
dc.identifier.spage	168	en
dc.identifier.epage	176	en