HEAL DSpace

DESIGN CODES AND FRACTURE MECHANICS.

DSpace/Manakin Repository

Show simple item record

dc.contributor.author Tassios, TP en
dc.date.accessioned 2014-03-01T02:47:37Z
dc.date.available 2014-03-01T02:47:37Z
dc.date.issued 1985 en
dc.identifier.issn 0168132X en
dc.identifier.uri http://hdl.handle.net/123456789/33287
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0022175947&partnerID=40&md5=f06360d468484314a1afa08b100710b5 en
dc.subject.other BUILDING CODES en
dc.subject.other CONCRETE - Cracking en
dc.subject.other FRACTURE MECHANICS en
dc.subject.other DESIGN CODES en
dc.subject.other POST-CRACKING MODELS en
dc.subject.other RESISTANCE MODELS en
dc.subject.other SCALE EFFECTS en
dc.subject.other SESSION REPORT en
dc.subject.other ULTIMATE LIMIT STATE en
dc.subject.other CONCRETE CONSTRUCTION en
dc.title DESIGN CODES AND FRACTURE MECHANICS. en
heal.type conferenceItem en
heal.publicationDate 1985 en
heal.abstract The paper presents the Reporter's response to two papers presented in the session on 'Implications for Concrete Structures,' together with some views regarding post-cracking models of reinforced concrete elements. Examples of insufficiency of the conventional approach of ultimate limit state have already given some warnings to Structural Engineers. The comments in this Report are attempting to recall some of these ill-treated cases. Subjects covered include scale effects time dependent phenomena, and others. en
heal.publisher Martinus Nijhoff Publ, Dordrecht, Neth en
heal.journalName NATO ASI Series, Series E: Applied Sciences en
dc.identifier.issue 94 en
dc.identifier.spage 681 en
dc.identifier.epage 693 en


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record