Strain and stress state of concrete

Please use this identifier to cite or link to this item:https://hdl.handle.net/20.500.12259/84918

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Type of publication:	Straipsnis konferencijos medžiagoje Clarivate Analytics Web of Science ar/ir Scopus / Article in Clarivate Analytics Web of Science or Scopus DB conference proceedings (P1a)
Field of Science:	Fizika / Physics (N002)
Author(s):	Girdauskienė, Dalia
Title:	Strain and stress state of concrete
Is part of:	Radiation interaction with material and its use in technologies 2012 : 4rd international conference, Kaunas, Lithuania, May 14-17, 2012 : program and materials. Kaunas : Technologija, 2012, no. 4
Extent:	p. 547-549
Date:	2012
Keywords:	Stress;Strain;Concrete;Modeling
Abstract:	The objective of this work is to calculate the stresses and strains induced into moist concrete during freezing. The applied theory is based on thermodinamics and the theory of elasticity. If no additional salts are dissolved in the pore water the inputs needed in the theory are relative humidity and temperature seted in the sample and inside concrete and evaporable water amount in the pore strukture. Theoretical results were compared with the test results. In the test cylinders cured under water the largest tensional stresses in freezing occurred on the surface of the test cylinders both in the axial and tangential direction
Internet:	https://hdl.handle.net/20.500.12259/84918
Affiliation(s):	Vytauto Didžiojo universitetas Žemės ūkio akademija
Appears in Collections:	Universiteto mokslo publikacijos / University Research Publications