Abstract: The concrete shrinkage depends on many factors. There are the concrete mixture, dimensions of the element and environment conditions, mainly humidity. All these factors can be imposed under laboratory conditions and controlled. In field conditions, however, a constant humidity is not possible to keep. The paper presents the impact of relative humidity changes on the values of shrinkage strains. The experimental results obtained on the specimens (with size 150x150x600 mm) were compared with the values calculated in accordance with the Eurocode 2 standard. The specimens were made with basalt aggregate without admixtures or additives. Two kinds of cement were used in preparing the specimens: Portland and blast-furnace slag cement. All specimens were treated in water for 10 days in the first days after demoulding and then subjected to testing. During the 56 days the temperature was 22 ± 2°C, while the humidity decreased proportionally from 91% to 47%. Strains were measured and the specimens were weighed to determine the mass loss. The experimental results were compared to the computational results. It should be concluded that they were not coherent in the case of ambient humidity exceeding 80% although it was accordance with the Eurocode 2 standard.
B I B L I O G R A F I A1. K. Flaga, (Concrete shrinkage and its influence on capacity, serviceability and durability
of reinforced and prestressed concrete structures, PK Publisher, Cracow, 2002)
2. K. Flaga, (Shrinkrage stress and subsurface reinforcement in concrete structures, PK
Publisher, Cracow, 2011)
3. A. Łapko, (Design of reinforced concrete structures in acordance of Eurokod 2 and
PN-B-03264:1999 standard, Arkady, Warsaw, 2001)
4. K. Flaga, Bull. Pol. Ac. Tech, 63, 1, 15–22 (2015)
5. Z. Giergiczny, Reinforced concrete, 1, 305–346, PZIiTB Gliwice (2018)
6. J. Gołaszewski, Motorways, 5, 14–18 (2016)
7. A. Garbacik, W. Drożdż, Z. Giergiczny, Underground Infrastr. of Urban Areas, 3,
13–20 (2015)
8. P. Kossakowski, W. Raczkiewicz, AMS, 14/2, 5–13 (2014)
9. W. Raczkiewicz, M. Bacharz, K. Bacharz, AMS, 15/2, 22–29 (2015)
10. PN-EN 1992-1-1:2008 Eurocode 2: Design of concrete structures - Part 1-1: General
rules and rules for buildings
11. PN-EN 1992-2:2010 Eurocode 2: Design of concrete structures - Part 2: Concrete
bridges - Design and detailing rules
12. PN-EN 206-1:2003 Concrete - Part 1: Specification, performance, production and
conformity
13. ITB Instruction No 194/98: Study of mechanical properties of concrete on samples
taken in the forms, (in Polish), ITB, Warsaw (1998) 
Pełny tekst 
DOI