journal article·2016-01-01Open access

Analysis of shrinkage and creep behaviors in polymer-coated lightweight concretes

Alper Bideci, Özlem Sallı Bideci, Sabit Oymael, Hasan Yıldırım

Abstract

Abstract The creep and shrinkage properties of polymer-coated lightweight concretes were examined. Five-hundred-dose lightweight concretes were produced by coating pumice aggregates with three different polymers (Sonomeric1: SNMC, KB Pur 214: KBP, and Polipol3455: PLP). The 3-, 7-, and 28-day compressive strength values of the obtained lightweight concrete samples were determined, and the 840-h and 12-month creep and shrinkage deformations were measured. It was found that the ductility of the SNMC- and KBP-coated concrete samples increased, while their shrinkage deformation results decreased when compared with the control samples. In contrast, the ductility of PLP concrete samples decreased and the shrinkage deformation became higher. In conclusion, the use of SNMC- and KBP-coated pumice aggregates had a positive effect on the creep and shrinkage properties of the concrete. Furthermore, it was observed that the compressive strength values of the lightweight concretes made of the coated samples were higher than those of the control sample.
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Research context

OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Structural Behavior of Reinforced Concrete

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Affiliations

Faculty of Art and Design, Düzce University, 81600 Düzce, Turkey

Faculty of Architecture, Trakya University, 22100 Edirne, Turkey

Faculty of Civil Engineering, Istanbul Technical University, 34469 İstanbul, Turkey

References (22)

Show source-provided references
1. Bideci A. Graduate thesis, Edirne, Turkey, 2011.
2. Uygunoğlu T, Brostow W, Gencel O, Topçu İB. Polym. Compos. 2013, 34, 2125–2132.10.1002/pc.2262110.1002/pc.22621 ↗
3. Martinez Barrera G, Brostow W. e-Polymers 2013, 10, 663–676.10.4324/9780203958865-3110.4324/9780203958865-31 ↗
4. Özturan T, Special Concretes, Ready Mixed Concrete Congress 2013, İstanbul, Turkey, 2013, pp. 52–75.
5. Martinez Barrera G, Vigueras Santigo E, Gencel O, Hagg Lobland HE. J. Mater. Educ. 2011, 33, 37–52.
6. ACI 548.1R-92. Guide for the Use of Polymers in Concrete, Reported by Committee 548, American Concrete Institute, 1992.
7. Erdoğan T. Concrete. Metu Press: Ankara, Turkey, 2007.
8. Oymael S. Graduate thesis, Fırat University, Graduate School of Natural and Applied Sciences, Elazığ, Turkey, 1995.
9. Rossignolo JA, Agnessini MVC. Cement Concrete Res. 2002, 3, 329–334.10.1016/S0008-8846(01)00678-010.1016/S0008-8846(01)00678-0 ↗
10. Chen B, Liu J. Construct. Build. Mater. 2007, 21, 7–11.
11. Akperov A, Akyüz S. The Estimated Time-Dependent Deformations of Concrete, İstanbul, Turkey, (in Turkish), 2006, vol. 5, pp. 155–164.
12. Nilsen U, Aitcin P-C. Cement Concrete Aggr. 1992, 14, 8–12.10.1520/CCA10570J10.1520/CCA10570J ↗
13. Kayali O, Haque MN, Zhu B. Cement Concrete Res. 1999, 29, 1835–1840.10.1016/S0008-8846(99)00179-910.1016/S0008-8846(99)00179-9 ↗
14. EN 197-1. Cement – Part 1: Compositions and Conformity Criteria for Common Cements, Turkish Standards Institute: Ankara, Turkey, 2005.
15. Pınarhisar Set Trakya Cement Factory. Chemistry Lab Report. Kırklareli, Turkey, 2010.
16. Basf Chemical Company. http://www.basf-yks.com.tr/EN/produkte/ConstructionSystems/SealantsandAdhesives/sonomeric1/Pages/default.aspx, 2010.
17. Köster (Water Proofing Systems). http://www.koster.com.tr/yenifoyler/english/ 0302-KOSTER-KB-Pur-214-TDS.pdf, 2010.
18. Plasto. http://www.plasto.com.tr/eng/urundetay3.phpPOLIPOL218Polyesters, 2010.
19. Sallı Bideci Ö, Bideci A, Gültekin AH, Oymael S, Yıldırım H. Compos. Part B: Eng. 2014, 67, 239–243.10.1016/j.compositesb.2013.10.00910.1016/j.compositesb.2013.10.009 ↗
20. EN 12390-3. Testing Hardened Concrete – Part 3: Compressive Strength of Test Specimens. Turkish Standards Institute: Ankara, Turkey, 2010.
21. TS 3454. Test Method for Determining the Creep of Concrete in Compression. Turkish Standards Institute: Ankara, Turkey, 1981.
22. TS ISO 1920-8:2009. Testing of Concrete – Part 8: Determination of Drying Shrinkage of Concrete for Samples Prepared in the Field or in the Laboratory. Turkish Standards Institute: Ankara, Turkey, 2011.