DESIGN CODES AND FRACTURE MECHANICS.

Tassios, TP

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	https://dspace.lib.ntua.gr/xmlui/handle/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