Share:


Investigation of physical and mechanical properties of concrete with crystallization additive

Abstract

The article analyses what effect crystallization additive usage has on concrete physical and mechanical properties and shrinkage to find most effective concrete additive. Investigations of concrete properties with various amounts of crystallization admixture were performed. 9 concrete mixtures with different amounts of crystallizing admixtures were formed and admixtures were added to the concrete mixes from 0.6% to 1.4% of the cement mass, in increments of 0.1%. During the research, the influence of the amount of crystallization admixture the density of hardened concrete, flexural strength, compressive strength, and shrinkage was determined. After evaluating the physical, mechanical properties and shrinkage of the concrete, it was determined that the optimal amount of crystallizing admixture in the concrete mixture is 1% of the cement mass. Thus, it can be argued that the use of a crystallizing admixture has a positive effect i.e., reduces the shrinkage of concrete, because of which cracks in concrete structures can be avoided.


Article in Lithuanian.


Betono su kristalizuojančiąja įmaiša fizikinių ir mechaninių savybių tyrimai


Santrauka


Straipsnyje nagrinėjama, kokį poveikį turi kristalizuojančiosios įmaišos kiekis betono fizikinėms ir mechaninėms savybėms bei traukumui, norint atrasti efektyvią betono įmaišą, kuri mažintų plyšių atsiradimą konstrukcijose. Atlikti betono savybių tyrimai su įvairiais kristalizuojančiosios įmaišos kiekiais. Buvo sumaišyti 9 betono mišiniai su skirtingais kiekiais kristalizuojančiosios įmaišos. Įmaišos į betono mišinius buvo dedama nuo 0,6 % iki 1,4 % nuo cemento masės, žingsniu kas 0,1 %. Tyrimų metu nustatyta kristalizuojančiosios įmaišos kiekio įtaka sukietėjusio betono tankiui, lenkimo stipriui, gniuždymo stipriui bei traukumui. Įvertinus betono fizikines ir mechanines savybes bei traukumą nustatyta, kad optimalus kristalizuojančiosios įmaišos kiekis mišinyje yra 1 % nuo cemento masės. Taigi, galima teigti, kad kristalizuojančiosios įmaišos naudojimas duoda teigiamą efektą, t. y. mažina betono traukumą, dėl to būtų galima išvengti atsirandančių įtrūkių betono konstrukcijose.


Reikšminiai žodžiai: betonas, kristalizuojančioji įmaiša, traukumas, gniuždymo stipris, ultragarso impulso sklidimo greitis, tankis.

Keyword : concrete, crystallization admixture, shrinkage, compressive strength, ultrasonic pulse velocity, density

How to Cite
Pocius, E., & Čepulis, A. (2022). Investigation of physical and mechanical properties of concrete with crystallization additive. Mokslas – Lietuvos Ateitis / Science – Future of Lithuania, 14. https://doi.org/10.3846/mla.2022.15188
Published in Issue
Feb 14, 2022
Abstract Views
358
PDF Downloads
293
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

References

Corinaldesi, V. (2012). Combined effect of expansive, shrinkage reducing and hydrophobic admixtures for durable self-compacting concrete. Construction and Building Materials, 36, 758–764. https://doi.org/10.1016/j.conbuildmat.2012.04.129

De Larrard, F., & Sedran, T. (1994). Optimization of ultra-high-performance concrete by the use of a packing model. Cement and Concrete Research, 24, 997–1009. https://doi.org/10.1016/0008-8846(94)90022-1

Dransfield, J. (2003). Admixtures for concrete, mortar and grout. Advanced Concrete Technology, 3, 3–36. https://doi.org/10.1016/B978-075065686-3/50280-9

Gettu, R., Roncero, J., & Martin, M. A. (2002). Study of the behavior of concrete with shrinkage reducing admixtures subjected to long-term drying. ACI – Symposium Publication, 206, 157–166.

Gribniak, V., Kaklauskas, G., Torres, L., Daniunas, A., Timinskas, E., & Gudonis, E. (2013). Comparative analysis of deformations and tension-stiffening in concrete beams reinforced with GFRP or steel bars and fibers. Composites Part B: Engineering, 50, 158–170. https://doi.org/10.1016/j.compositesb.2013.02.003

Lietuvos standartizacijos departamentas. (2004). Betono bandymas. 4 dalis. Ultragarso impulso greičio nustatymas (LST EN 12504-4:2004). Vilnius.

Lietuvos standartizacijos departamentas. (2019a). Sukietėjusio betono bandymai. 5 dalis. Bandinių lenkimo stipris (LST EN 12390-5:2019). Vilnius.

Lietuvos standartizacijos departamentas. (2019b). Sukietėjusio betono bandymai. 7 dalis. Sukietėjusio betono tankis (LST EN 12390-7:2019). Vilnius.

Lietuvos standartizacijos departamentas. (2019c). Sukietėjusio betono bandymai. 3 dalis. Bandinių gniuždymo stipris (LST EN 12390-3:2019). Vilnius

Lietuvos standartizacijos departamentas. (2019d). Sukietėjusio betono bandymai. 16 dalis. Betono susitraukimo nustatymas (LST EN 12390-16:2019). Vilnius.

Maia, L., Figueiras, F., Nunes, S., Azenha, M., & Figueiras, F. (2012). Influence of shrinkage reducing admixtures on distinct SCC mix compositions. Construction and Building Materials, 35, 304–312. https://doi.org/10.1016/j.conbuildmat.2012.02.033

Meddah, M. S., Suzuki, M., & Sato, R. (2011). Influence of a combination of expansive and shrinkage-reducing admixture on autogenous deformation and self-stress of silica fume high-performance concrete. Construction and Building Materials, 25(1), 239–250. https://doi.org/10.1016/j.conbuildmat.2010.06.033

Mehta, P. K. (1994). Concrete technology at the crossroads—problems and opportunities. ACI – Symposium Publication, 144, 1–30.

Oliveira, J. M., Ribeiro, A. B., & White, F. G. (2014). Combined effect of expansive and shrinkage reducing admixtures to control autogenous shrinkage in self-compacting concrete. Construction and Building Materials, 52, 267–275. https://doi.org/10.1016/j.conbuildmat.2013.11.033

Wang, K., Jansen, D., Shah, S. P., & Karr, A. (1997). Permeability study of cracked concrete. Cement and Concrete Research, 27(3), 381–393. https://doi.org/10.1016/S0008-8846(97)00031-8

Wang, T. M. (2007). Control of cracking in engineering structure. China Architecture & Building Press.