Influence of Redispersible Polymer Type and Content on Restrained Shrinkage Cracking in Non-Structural Concrete Patch Repair Mortars

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This paper investigates the influence of two proprietary redispersible polymers, i.e. Ethylene Vinyl Acetate (EVA) and Styrene Acrylate (SA) - at varying contents of 10%, 15% and 20% by mass of cement - on cracking and crack-determining material properties in non-structural concrete patch repair mortars. Five mortar mixes, one control mix and four polymer-modified mixes, were designed, developed and tested under a controlled laboratory environment. The effects of polymer type and content on macroporosity, the age at cracking and crack widths in restrained shrinkage specimens, compressive strength, direct tensile strength, elastic modulus, drying shrinkage and tensile relaxation were investigated. From the test results, it was observed that polymer type and content influence cracking and crack-determining material properties significantly. An increase in polymer content resulted in a significant reduction in elastic modulus, crack widths, compressive and direct tensile strength. An increase in polymer content also resulted in a significant increase in drying shrinkage, tensile relaxation and the age at cracking. The performance of EVA polymers, with respect to the susceptibility to cracking, was better than that of SA polymers at constant polymer content. Overall, the addition of polymers improved the cracking performance of the non-structural concrete patch repair mortars under investigation significantly, highlighting their potential for use in practice to improve the durability of non-structural concrete patch repairs.

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Materials Science Forum (Volume 1161)

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123-136

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October 2025

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© 2025 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. Matthews, CONREPNET: Performance-based approach to the remediation of reinforced concrete structures: Achieving durable repaired concrete structures, J. Build. Apprais. 3 (2007) 6–20.

DOI: 10.1057/palgrave.jba.2950063

Google Scholar

[2] G. Tilly, J. Jacobs, Concrete Repairs: Performance in Service and Current Practice, 2007.

Google Scholar

[3] H. Beushausen, C. Masuku, P. Moyo, Relaxation characteristics of cement mortar subjected to tensile strain, Mater. Struct. 45 (2012) 1181–1188.

DOI: 10.1617/s11527-012-9825-2

Google Scholar

[4] R. Rixom, N. Mailvaganam, Chemical Admixtures for Concrete, Third Edit, E & FN Spon, 1999.

Google Scholar

[5] D. Shen, W. Wang, Q. Li, P. Yao, G. Jiang, Early-age behavior and cracking potential of fly ash concrete under restrained condition, Mag. Concr. Res. 72 (2018) 246–261.

DOI: 10.1680/jmacr.18.00106

Google Scholar

[6] D. Shen, Y. Jiao, J. Kang, Z. Feng, Y. Shen, Influence of ground granulated blast furnace slag on early-age cracking potential of internally cured high performance concrete, Constr. Build. Mater. 233 (2020) 117083.

DOI: 10.1016/j.conbuildmat.2019.117083

Google Scholar

[7] D. Shen, J. Kang, X. Yi, L. Zhou, X. Shi, Effect of double hooked-end steel fiber on early-age cracking potential of high strength concrete in restrained ring specimens, Constr. Build. Mater. 223 (2019) 1095–1105.

DOI: 10.1016/j.conbuildmat.2019.07.319

Google Scholar

[8] P.A. Arito, Influence of Mix Design Parameters on Restrained Shrinkage Cracking in Non-Structural Concrete Patch Repair Mortars, PhD Thesis, Univ. Cape T. (2018) 299. https://open.uct.ac.za/bitstream/handle/11427/27879/thesis_ebe_2018_arito_philemon.pdf?sequence=1.

DOI: 10.1016/j.conbuildmat.2018.04.099

Google Scholar

[9] H. Beushausen, P. Arito, The influence of mix composition, w/b ratio and curing on restrained shrinkage cracking of cementitious mortars, Constr. Build. Mater. 174 (2018) 38–46.

DOI: 10.1016/j.conbuildmat.2018.04.099

Google Scholar

[10] M. Gillmer, H. Beushausen, The use of superabsorbent polymers to reduce cracking of bonded mortar overlays, Cem. Concr. Compos. 52 (2014) 1–8.

DOI: 10.1016/j.cemconcomp.2014.03.009

Google Scholar

[11] T. Dittmer, H. Beushausen, The effect of coarse aggregate content and size on the age at cracking of bonded concrete overlays subjected to restrained deformation, Constr. Build. Mater. 69 (2014) 73–82.

DOI: 10.1016/j.conbuildmat.2014.06.056

Google Scholar

[12] H. Beushausen, N. Bester, The influence of curing on restrained shrinkage cracking of bonded concrete overlays, Cem. Concr. Res. 87 (2016) 87–96.

DOI: 10.1016/j.cemconres.2016.05.007

Google Scholar

[13] J.B. Kardon, Polymer-Modified Concrete: Review, J. Mater. Civ. Eng. 9 (1997) 85–92.

DOI: 10.1061/(ASCE)0899-1561(1997)9:2(85)

Google Scholar

[14] P.A. Arito, H. Beushausen, M.G. Alexander, An experimental investigation into the effects of water and binder-related parameters on restrained shrinkage cracking in concrete patch repair mortars, in: Michael Grantham (Ed.), Concr. Solut. - Proc. Concr. Solut. 6th Int. Conf. Concr. Repair, 2016, Taylor & Francis, Thessaloniki, 2016: p.247–252.

DOI: 10.1201/b18972-93

Google Scholar

[15] P.A. Arito, H.-D. Beushausen, M.G. Alexander, Towards improved cracking resistance in concrete patch repair mortars, in: D.F.A.M.M.P.B. Hans (Ed.), Proc. 4th Int. Conf. Concr. Repair, Rehabil. Retrofit. ICCRRR 2015, Leipzig, 2016: p.657–662.

DOI: 10.1201/b18972-93

Google Scholar

[16] D. Shen, C. Liu, C. Li, X. Zhao, G. Jiang, Influence of Barchip fiber length on early-age behavior and cracking resistance of concrete internally cured with super absorbent polymers, Constr. Build. Mater. 214 (2019) 219–231.

DOI: 10.1016/j.conbuildmat.2019.03.209

Google Scholar

[17] D. Shen, X. Liu, Q. Li, L. Sun, W. Wang, Early-age behavior and cracking resistance of high-strength concrete reinforced with Dramix 3D steel fiber, Constr. Build. Mater. 196 (2019) 307–316.

DOI: 10.1016/j.conbuildmat.2018.10.125

Google Scholar

[18] H. Beushausen, M. Chilwesa, Assessment and prediction of drying shrinkage cracking in bonded mortar overlays, Cem. Concr. Res. 53 (2013) 256–266.

DOI: 10.1016/j.cemconres.2013.07.008

Google Scholar

[19] Y. Ohama, Handbook of Polymer-Modified Concrete and Mortars: Properties and Process Technology, Noyes Publications, 1995.

Google Scholar

[20] Y. Ohama, Polymer-based admixtures, Cem. Concr. Compos. 20 (1998) 189–212.

DOI: 10.1016/S0958-9465(97)00065-6

Google Scholar

[21] Y. Ohama, Concrete-Polymer Composites – The Past, Present and Future, Key Eng. Mater. 466 (2011) 1–14.

DOI: 10.4028/www.scientific.net/KEM.466.1

Google Scholar

[22] M. Miller, Polymers in Cementitious Materials, Rapra Technology Limited, 2005.

Google Scholar

[23] P.K. Mehta, P.J.M. Monteiro, Concrete: Microstructure, Properties, and Materials, Third, McGraw-Hill, 2006.

Google Scholar

[24] R.S. Ayyar, S.N. Joshi, Effect of Temperature on the Creep Behaviour of Polymer Mortars, in: H.R. Sasse (Ed.), Adhes. between Polym. Concr. / Adhésion Entre Polymères Bét., Springer US, Boston, MA, 1986: p.75–84.

DOI: 10.1007/978-1-4899-3454-3_8

Google Scholar

[25] M. Ramli, A. Akhavan Tabassi, Effects of Different Curing Regimes on Engineering Properties of Polymer-Modified Mortar, J. Mater. Civ. Eng. 24 (2012) 468–478.

DOI: 10.1061/(ASCE)MT.1943-5533.0000394

Google Scholar

[26] R. Boyd, G. Smith, Polymer Dynamics and Relaxation, Cambridge University Press, Cambridge, 2007.

DOI: 10.1017/CBO9780511600319

Google Scholar

[27] J.M. Gao, C.X. Qian, B. Wang, K. Morino, Experimental study on properties of polymer-modified cement mortars with silica fume, Cem. Concr. Res. 32 (2002) 41–45.

DOI: 10.1016/S0008-8846(01)00626-3

Google Scholar

[28] J. Schulze, O. Killermann, Long-term performance of redispersible powders in mortars, Cem. Concr. Res. 31 (2001) 357–362.

DOI: 10.1016/S0008-8846(00)00498-1

Google Scholar

[29] ASTM, C 192: Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory, 2013.

Google Scholar

[30] M. Alexander, Y. Ballim, J. Mackechnie, Durability Index Testing Procedure Manual Ver 2.0., 2010.

Google Scholar

[31] SABS, SANS 5863: Concrete Tests - Compressive strength of hardened concrete, 2006.

Google Scholar

[32] British Standards Institution BSI, Testing concrete, Part 121 - 1983. https://doi.org/Construction Standard, CS1:2010.

Google Scholar

[33] SABS, SANS 6085: Concrete Tests - Initial Drying Shrinkage and Wetting Expansion of Concrete, 2006.

Google Scholar

[34] ASTM, C 1581: Standard Test Method for Determining Age at Cracking and Induced Tensile Stress Characteristics of Mortar and Concrete under Restrained Shrinkage, 2004.

DOI: 10.1520/c1581_c1581m-16

Google Scholar

[35] BSI, BS EN 1504-3: Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 3: Structural and non-structural repair, 2005.

DOI: 10.3403/30045530

Google Scholar

[36] A. Soufi, P.-Y. Mahieux, A. Aït-Mokhtar, O. Amiri, Influence of polymer proportion on transfer properties of repair mortars having equivalent water porosity, Mater. Struct. 49 (2016) 383–398.

DOI: 10.1617/s11527-014-0504-3

Google Scholar

[37] E.G. Chorinsky, Repair of Concrete Floors with Polymer Modified Cement Mortars, in: H.R. Sasse (Ed.), Adhes. between Polym. Concr. / Adhésion Entre Polymères Bét., Springer US, Boston, MA, 1986: p.230–234. https://doi.org/10.1007/978-1-4899-3454-3\_25.

DOI: 10.1007/978-1-4899-3454-3_25

Google Scholar

[38] U.T. Bezerra, R.M. Ferreira, J.P. Castro-Gomes, The Effect of Latex and Chitosan Biopolymer on Concrete Properties and Performance, Key Eng. Mater. 466 (2011) 37–46.

DOI: 10.4028/www.scientific.net/KEM.466.37

Google Scholar

[39] J.C. Amba, J.P. Balayssac, C.H. Détriché, Characterisation of differential shrinkage of bonded mortar overlays subjected to drying, Mater. Struct. 43 (2009) 297–308.

DOI: 10.1617/s11527-009-9489-8

Google Scholar

[40] K.A. Bode, A. Dimmig-Osburg, Shrinkage Properties of Polymer-Modified Cement Mortars (PCM), Key Eng. Mater. 466 (2011) 29–36. https://doi.org/10.4028/www.scientific.net/ KEM.466.29.

DOI: 10.4028/www.scientific.net/kem.466.29

Google Scholar

[41] E. Knapen, D. Van Gemert, Microstructural Analysis of Paste and Interfacial Transition Zone in Cement Mortars Modified with Water-Soluble Polymers, Key Eng. Mater. 466 (2011) 21–28.

DOI: 10.4028/www.scientific.net/KEM.466.21

Google Scholar