Determination of the coefficient psi2 to define long-term effects on concrete elements under variable load

Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/1482

DC Field	Value	Language
dc.contributor.author	Nakov, D., Markovski, G., Mark, P., Arangjelovski, T.	en_US
dc.date.accessioned	2019-02-28T10:02:54Z	-
dc.date.available	2019-02-28T10:02:54Z	-
dc.date.issued	2015-06	-
dc.identifier.uri	http://hdl.handle.net/20.500.12188/1482	-
dc.description.abstract	During the past 12 years, research project regarding time-dependent behavior of concrete elements is ongoing continuously at the Faculty of Civil engineering in Skopje. Experiments were performed on different types of concrete: prestressed, normal and high strength and steel fibre reinforced concrete, with various loading histories. The time-dependent changes in strains, deflections and crack widths were observed in a period of 400 days. This paper presents the effects of variable load on time-dependent behaviour of different types of concrete elements and proposes methodology for determination of coefficient ψ2.	en_US
dc.language.iso	en	en_US
dc.publisher	University Ss. Cyril and Methodius, Faculty of Civil Engineering-Skopje	en_US
dc.relation.ispartof	Scientific Journal of Civil Engineering, Volume 4, Issue 1	en_US
dc.relation.ispartofseries	Volume 4;Issue 1	-
dc.subject	coefficient ψ2, experiment, long-term variable load	en_US
dc.title	Determination of the coefficient psi2 to define long-term effects on concrete elements under variable load	en_US
dc.type	Journal Article	en_US
item.fulltext	With Fulltext	-
item.grantfulltext	open	-
Appears in Collections:	Faculty of Civil Engineering: Journal Articles

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