Please use this identifier to cite or link to this item:https://hdl.handle.net/20.500.12259/91273
Type of publication: research article
Type of publication (PDB): Straipsnis recenzuojamoje užsienio tarptautinės konferencijos medžiagoje / Article in peer-reviewed foreign international conference proceedings (P1d)
Field of Science: Statybos inžinerija / Civil engineering (T002)
Author(s): Šadzevičius, Raimondas;Gurskis, Vincas;Norvaišienė, Rosuita;Smetonaitė, Edita
Title: The impact of alternating temperature for crack formation in concrete tubes
Is part of: EAC02 [elektroninis išteklius] : Proceedings of the 2nd International RILEM/COST Conference on Early Age Cracking and Serviceability in Cement-based Materials and Structures (EAC2), 12-14 September 2017, Brussels, Belgium. Vol. 1. Paris : RILEM Publications S.A.R.L., 2017
Extent: p. 819-824
Date: 2017
Note: eISBN 9782351581988
Keywords: tubes;hydropower plant;reinforced concrete;cracks;temperature deformation
ISBN: 9782351581995
Abstract: The field investigation results on large diameter tubes are presented to describe the reinforced concrete behavior during exploitation and maintenance at different temperatures. The cracks formation due to temperature alteration were analyzed in Pumped Storage Power Plant in Lithuania. The visual examination and instrumental methods were applied for the cracks investigation. In order to treat the results of the research statistical methods were used. The results of investigations indicate that the surface of tubes is cracked due to the temperature alteration, precipitation impact and the effect of corrosion. Specific illustrations, calculations and guidance for maintenance were offered
Internet: https://hdl.handle.net/20.500.12259/91273
Affiliation(s): Kauno technologijos universitetas
Vytauto Didžiojo universitetas
Žemės ūkio akademija
Appears in Collections:Universiteto mokslo publikacijos / University Research Publications

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