Experimental investigation on freeze−thaw durability of polymer concrete

doi:10.1007/s11709-021-0748-2

Front. Struct. Civ. Eng.

2021, Vol. 15

Issue (4) : 1038-1046 https://doi.org/10.1007/s11709-021-0748-2

RESEARCH ARTICLE

Experimental investigation on freeze−thaw durability of polymer concrete

Khashayar JAFARI¹(

), Fatemeh HEIDARNEZHAD², Omid MOAMMER², Majid JARRAH³

¹. Department of Civil and Environmental Engineering, Pennsylvania State University, University Park, PA 16802, USA
². Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
³. Department of Civil and Environmental Engineering, Washington State University, Pullman, WA 99164, USA

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Abstract

Assessing the durability of concrete is of prime importance to provide an adequate service life and reduce the repairing cost of structures. Freeze–thaw is one such test that indicates the ability of concrete to last a long time without a significant loss in its performance. In this study, the freeze–thaw resistance of polymer concrete containing different polymer contents was explored and compared to various conventional cement concretes. Concretes’ fresh and hardened properties were assessed for their workability, air content, and compressive strength. The mass loss, length change, dynamic modulus of elasticity, and residual compressive strength were determined for all types of concretes subjected to freeze–thaw cycles according to ASTM C666-procedure A. Results showed that polymer concrete (PC) specimens prepared with higher dosages of polymer contents possessed better freeze–thaw durability compared to other specimens. This high durability performance of PCs is mainly due to their impermeable microstructures, absence of water in their structure, and the high bond strength between aggregates and a polymer binder. It is also indicated that the performance of high-strength concrete containing air-entraining admixture is comparable with PC having optimum polymer content in terms of residual compressive strength, dynamic modulus of elasticity, mass loss, and length change.

Keywords durability test freeze-thaw resistance polymer concrete residual compressive strength ASTM C666-15

Corresponding Author(s): Khashayar JAFARI

Just Accepted Date: 26 July 2021 Online First Date: 07 September 2021 Issue Date: 29 September 2021

Cite this article:

Khashayar JAFARI,Fatemeh HEIDARNEZHAD,Omid MOAMMER, et al. Experimental investigation on freeze−thaw durability of polymer concrete[J]. Front. Struct. Civ. Eng., 2021, 15(4): 1038-1046.

URL:

https://academic.hep.com.cn/fsce/EN/10.1007/s11709-021-0748-2
https://academic.hep.com.cn/fsce/EN/Y2021/V15/I4/1038

Tab.1 Properties of the aggregates

Fig.1 Particle size distribution of the aggregates.

Tab.2 Mixture design of conventional cement concretes

Tab.3 Mixture design of PCs (wt.%)

Tab.4 Fresh properties of concretes

Tab.5 Hardened properties of concretes

Fig.2 Compressive strength of the specimens.

Fig.3 Typical degradation of (a) HSC, (b) HSC-AE, and (c) PC14 specimens after 300 F/T cycles (I: damages on the edge, II: aggregate’s pop-out and surrounding paste deterioration, III: paste deterioration).

Fig.4 Residual mass versus F/T cycle.

Fig.5 Length change of samples exposed to consecutive F/T cycles.

Fig.6 DF of samples exposed to consecutive F/T cycles.

Tab.6 Residual strength of samples after F/T cycles

1	A Toghroli, P Mehrabi, M Shariati, N T Trung, S Jahandari, H Rasekh. Evaluating the use of recycled concrete aggregate and pozzolanic additives in fiber-reinforced pervious concrete with industrial and recycled fibers. Construction and Building Materials, 2020, 252 : 118997– https://doi.org/10.1016/j.conbuildmat.2020.118997
2	E Shahrokhinasab, N Hosseinzadeh, A Monirabbasi, S Torkaman. Performance of image-based crack detection systems in concrete structures. Journal of Soft Computing in Civil Engineering, 2020, 4( 1): 127– 139
3	F Heidarnezhad, V Toufigh, M Ghaemian. Analyzing and predicting permeability coefficient of roller-compacted concrete (RCC). Journal of Testing and Evaluation, 2021, 49( 3): 1454– 1473 https://doi.org/10.1520/JTE20180718
4	F Heidarnezhad, K Jafari, T Ozbakkaloglu. Effect of polymer content and temperature on mechanical properties of lightweight polymer concrete. Construction and Building Materials, 2020, 260 : 119853– https://doi.org/10.1016/j.conbuildmat.2020.119853
5	H Abdel-Fattah, M M El-Hawary. Flexural behavior of polymer concrete. Construction and Building Materials, 1999, 13( 5): 253– 262 https://doi.org/10.1016/S0950-0618(99)00030-6
6	S Y Jung, N Nejatishahidein, M Kim, E E Borujeni, L C Fernandez, D J Roush, A Borhan, A L Zydney. Quantitative interpretation of protein breakthrough curves in small-scale depth filter modules for bioprocessing. Journal of Membrane Science, 2021, 627 : 119217–
7	M Jarrah, E P Najafabadi, M H Khaneghahi, A V Oskouei. The effect of elevated temperatures on the tensile performance of GFRP and CFRP sheets. Construction and Building Materials, 2018, 190 : 38– 52 https://doi.org/10.1016/j.conbuildmat.2018.09.086
8	M Jarrah, H Khezrzadeh, M Mofid, K Jafari. Experimental and numerical evaluation of piston metallic damper (PMD). Journal of Constructional Steel Research, 2019, 154 : 99– 109 https://doi.org/10.1016/j.jcsr.2018.11.024
9	J P Gorninski, D C Dal Molin, C S Kazmierczak. Strength degradation of polymer concrete in acidic environments. Cement and Concrete Composites, 2007, 29( 8): 637– 645 https://doi.org/10.1016/j.cemconcomp.2007.04.001
10	R Bedi, R Chandra, S P Singh. Reviewing some properties of polymer concrete. Indian Concrete Journal, 2014, 88( 8): 47– 68
11	K C Jung, I T Roh, S H Chang. Evaluation of mechanical properties of polymer concretes for the rapid repair of runways. Composites. Part B, Engineering, 2014, 58 : 352– 360 https://doi.org/10.1016/j.compositesb.2013.10.076
12	M Ghiasian, M Rossini, J Amendolara, B Haus, S Nolan, A Nanni, N Bel Had Ali, L Rhode-Barbarigos. Test-driven design of an efficient and sustainable seawall structure. Coastal Structures, 2019, 2019 : 1222– 1227
13	V Farhangi, M Karakouzian. Effect of fiber reinforced polymer tubes filled with recycled materials and concrete on structural capacity of pile foundations. Applied Sciences, 2020, 10( 5): 1554– https://doi.org/10.3390/app10051554
14	A Bahrololoumi, V Morovati, E A Poshtan, R Dargazany. A multi-physics constitutive model to predict hydrolytic aging in quasi-static behaviour of thin cross-linked polymers. International Journal of Plasticity, 2020, 130 : 102676– https://doi.org/10.1016/j.ijplas.2020.102676
15	D H Chen, H H Lin, R Sun. Field performance evaluations of partial-depth repairs. Construction and Building Materials, 2011, 25( 3): 1369– 1378 https://doi.org/10.1016/j.conbuildmat.2010.09.007
16	Ghaderi A, Morovati V, Bahrololoumi A, Dargazany R. A Physics-Informed Neural Network Constitutive Model for Cross-Linked Polymers. In: ASME International Mechanical Engineering Congress and Exposition. Virtual: ASME, 2020
17	D W Fowler. Future trends in polymer concrete. Special Publication, 1989, 116 : 129– 144
18	S P Mehrabi, M Shariati, K Kabirifar, M Jarrah, H Rasekh, N T Trung, A Shariati, S Jahandari. Effect of pumice powder and nano-clay on the strength and permeability of fiber-reinforced pervious concrete incorporating recycled concrete aggregate. Construction and Building Materials, 2021, 287 : 122652–
19	R Bedi, R Chandra, S P Singh. Mechanical properties of polymer concrete. Journal of Composites, 2013, 2013 : 948745–
20	K Jafari, M Tabatabaeian, A Joshaghani, T Ozbakkaloglu. Optimizing the mixture design of polymer concrete: An experimental investigation. Construction and Building Materials, 2018, 167 : 185– 196 https://doi.org/10.1016/j.conbuildmat.2018.01.191
21	A K Gupta, P Mani, S Krishnamoorthy. Interfacial adhesion in polyester resin concrete. International Journal of Adhesion and Adhesives, 1983, 3( 3): 149– 154 https://doi.org/10.1016/0143-7496(83)90120-3
22	J M L Reis, A J M Ferreira. The effects of atmospheric exposure on the fracture properties of polymer concrete. Building and Environment, 2006, 41( 3): 262– 267 https://doi.org/10.1016/j.buildenv.2004.12.017
23	M M El-Hawary, A Abdul-Jaleel. Durability assessment of epoxy modified concrete. Construction and Building Materials, 2010, 24( 8): 1523– 1528 https://doi.org/10.1016/j.conbuildmat.2010.02.004
24	M C S Ribeiro, C M L Tavares, A J M Ferreira. Chemical resistance of epoxy and polyester polymer concrete to acids and salts. Journal of Polymer Engineering, 2002, 22( 1): 27– 44 https://doi.org/10.1515/POLYENG.2002.22.1.27
25	Heidarnezhad F, Jafari K, Toufigh V, Ghaemian M. Mechanical Properties of Different Types of Concrete under Triaxial Compression Loading. In: Urbanization Challenges in Emerging Economies: Resilience and Sustainability of Infrastructure. New Delhi: ASCE, 2018
26	M Kim, N Nejatishahidein, E E Borujeni, D J Roush, A L Zydney, A Borhan. Flow and residence time distribution in small-scale dual-layer depth filter capsules. Journal of Membrane Science, 2021, 617 : 118625– https://doi.org/10.1016/j.memsci.2020.118625
27	V Farhangi, M Karakouzian, M Geertsema. Effect of micropiles on clean sand liquefaction risk based on CPT and SPT. Applied Sciences, 2020, 10( 9): 3111– https://doi.org/10.3390/app10093111
28	K S Rebeiz. Precast use of polymer concrete using unsaturated polyester resin based on recycled PET waste. Construction and Building Materials, 1996, 10( 3): 215– 220 https://doi.org/10.1016/0950-0618(95)00088-7
29	H A Bulut, R Şahin. A study on mechanical properties of polymer concrete containing electronic plastic waste. Composite Structures, 2017, 178 : 50– 62 https://doi.org/10.1016/j.compstruct.2017.06.058
30	J A Rossignolo, M V C Agnesini. Durability of polymer-modified lightweight aggregate concrete. Cement and Concrete Composites, 2004, 26( 4): 375– 380 https://doi.org/10.1016/S0958-9465(03)00022-2
31	Gemert D Van, L Czarnecki, M Maultzsch, H Schorn, A Beeldens, P Łukowski, E Knapen. Cement concrete and concrete–polymer composites: Two merging worlds: A report from 11th ICPIC Congress in Berlin, 2004. Cement and Concrete Composites, 2005, 27( 9–10): 926– 933 https://doi.org/10.1016/j.cemconcomp.2005.05.004
32	A Beeldens, D Van Gemert, H Schorn, Y Ohama, L Czarnecki. From microstructure to macrostructure: An integrated model of structure formation in polymer-modified concrete. Materials and Structures, 2005, 38( 6): 601– 607 https://doi.org/10.1007/BF02481591
33	L Agavriloaie, S Oprea, M Barbuta, F Luca. Characterisation of polymer concrete with epoxy polyurethane acryl matrix. Construction and Building Materials, 2012, 37 : 190– 196 https://doi.org/10.1016/j.conbuildmat.2012.07.037
34	Vipulanandan C, Mantrala S K. Behavior of fiber reinforced polymer concrete. In: Materials for the New Millennium. Washington, D.C.: ASCE, 1996, 1160–1169
35	M M Shokrieh, M Heidari-Rarani, M Shakouri, E Kashizadeh. Effects of thermal cycles on mechanical properties of an optimized polymer concrete. Construction and Building Materials, 2011, 25( 8): 3540– 3549 https://doi.org/10.1016/j.conbuildmat.2011.03.047
36	W Ferdous, A Manalo, H S Wong, R Abousnina, O S AlAjarmeh, Y Zhuge, P Schubel. Optimal design for epoxy polymer concrete based on mechanical properties and durability aspects. Construction and Building Materials, 2020, 232 : 117229– https://doi.org/10.1016/j.conbuildmat.2019.117229
37	S Jahandari, M Saberian, Z Tao, S F Mojtahedi, J Li, M Ghasemi, S S Rezvani, W Li. Effects of saturation degrees, freezing−thawing, and curing on geotechnical properties of lime and lime-cement concretes. Cold Regions Science and Technology, 2019, 160 : 242– 251 https://doi.org/10.1016/j.coldregions.2019.02.011
38	J Wu, X Jing, Z Wang. Uni-axial compressive stress-strain relation of recycled coarse aggregate concrete after freezing and thawing cycles. Construction and Building Materials, 2017, 134 : 210– 219 https://doi.org/10.1016/j.conbuildmat.2016.12.142
39	S W Tang, Y Yao, C Andrade, Z J Li. Recent durability studies on concrete structure. Cement and Concrete Research, 2015, 78 : 143– 154 https://doi.org/10.1016/j.cemconres.2015.05.021
40	H Wu, Z Liu, B Sun, J Yin. Experimental investigation on freeze–thaw durability of Portland cement pervious concrete (PCPC). Construction and Building Materials, 2016, 117 : 63– 71 https://doi.org/10.1016/j.conbuildmat.2016.04.130
41	L Feo, F Ascione, R Penna, D Lau, M Lamberti. An experimental investigation on freezing and thawing durability of high performance fiber reinforced concrete (HPFRC). Composite Structures, 2020, 234 : 111673– https://doi.org/10.1016/j.compstruct.2019.111673
42	A E Richardson, K A Coventry, G Ward. Freeze/thaw protection of concrete with optimum rubber crumb content. Journal of Cleaner Production, 2012, 23( 1): 96– 103 https://doi.org/10.1016/j.jclepro.2011.10.013
43	A Richardson, K Coventry, V Edmondson, E Dias. Crumb rubber used in concrete to provide freeze–thaw protection (optimal particle size). Journal of Cleaner Production, 2016, 112 : 599– 606 https://doi.org/10.1016/j.jclepro.2015.08.028
44	M I Khan, R Siddique. Utilization of silica fume in concrete: Review of durability properties. Resources, Conservation and Recycling, 2011, 57 : 30– 35 https://doi.org/10.1016/j.resconrec.2011.09.016
45	Mehta P K, Monteiro P J M. Concrete: Microstructure, Properties, and Materials. New York: McGraw-Hill Education, 2014
46	I Martínez-Lage, F Martínez-Abella, C Vázquez-Herrero, J L Pérez-Ordóñez. Properties of plain concrete made with mixed recycled coarse aggregate. Construction and Building Materials, 2012, 37 : 171– 176 https://doi.org/10.1016/j.conbuildmat.2012.07.045
47	J A Bogas, J De Brito, D Ramos. Freeze–thaw resistance of concrete produced with fine recycled concrete aggregates. Journal of Cleaner Production, 2016, 115 : 294– 306 https://doi.org/10.1016/j.jclepro.2015.12.065

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