The eccentric compressive behavior of 18 recycled aggregate concrete columns after freezing and thawing cycles were investigated. The effect of the number of freezing and thawing cycles, the replacement ratio of recycled coarse aggregate, and the eccentricity of axial loading on the eccentric compressive behavior of columns was analyzed. The results show that the strain distribution along the depth of cross section of columns was plane during the eccentric compression test after freezing and thawing cycles. With the increase in the freezing and thawing cycles and the replacement ratio of recycled coarse aggregate, the failure modes of partial specimens turned from ductile tension failure to brittle compression failure. Two existing design methods for calculating the bearing capacity of conventional concrete columns subjected to eccentric compressive loading were verified to be effective for evaluating that of recycled aggregate concrete columns after limited freezing and thawing cycles.
AbbasAFathifazlGIsgorOBet al. (2009) Durability of recycled aggregate concrete designed with equivalent mortar volume method. Cement and Concrete Composites31: 555–563.
2.
ASTM C666-97:2000 (2000) Standard test method for resistance of concrete to rapid freezing and thawing.
3.
BogasJAde BritoJRamosD (2016) Freeze–thaw resistance of concrete produced with fine recycled concrete aggregates. Journal of Cleaner Production115: 294–306.
4.
CardosoRSilvaRVBritoJDet al. (2016) Use of recycled aggregates from construction and demolition waste in geotechnical applications: a literature review. Waste Management49: 131–145.
5.
DiaoBZhangJYeYet al. (2013) Effects of freeze-thaw cycles and seawater corrosion on the behavior of reinforced air-entrained concrete beams with persistent loads. Journal of Cold Regions Engineering27: 44–53.
6.
EtxeberriaMVázquezEMaríAet al. (2007) Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete. Cement and Concrete Research37: 735–742.
7.
Eurostat (2014) Waste statistics in Europe. Available at: epp.eurostat.ec.europa.eu (accessed 10 October, 2017).
8.
FuQTengJ (2014) Analysis of the construction cost management based on the perspective of the construction waste recycling. In: Proceedings of the 2014 international conference on management science and management innovation MSMI, Changsha, China, 14–15 June 2014.
9.
GB 50010-2010:2015 (2015) Code for design of concrete structures (in Chinese).
10.
GokceANagatakiSSaekiTet al. (2004) Freezing and thawing resistance of air-entrained concrete incorporating recycled coarse aggregate: the role of air content in demolished concrete. Cement and Concrete Research34: 799–806.
11.
GongFMaekawaK (2018) Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics. Engineering Structures156: 522–536.
12.
HanjariKZKettilPLundgrenK (2013) Modelling the structural behaviour of frost-damaged reinforced concrete structures. Structure and Infrastructure Engineering9: 416–431.
13.
HanjariKZUtgenanntPLundgrenK (2011) Experimental study of the material and bond properties of frost-damaged concrete. Cement and Concrete Research41: 244–254.
14.
HassanzadehMFagerlundG (2006) Residual strength of the frost-damaged reinforced concrete beams. In: MotasoaresCAMartinsJACRodriguesHCet al. (eds) III European conference on computational mechanics. Dordrecht: Springer, p. 366.
15.
HudaSBAlamMS (2015) Mechanical and freeze-thaw durability properties of recycled aggregate concrete made with recycled coarse aggregate. Journal of Materials in Civil Engineering27: 4015003.
16.
MeyerC (2009) The greening of the concrete industry. Cement and Concrete Composites31: 601–605.
17.
NilsonAHDarwinDDolanCW (2010) Design of concrete structures. New York: McGraw-Hill Education.
18.
OmarySGhorbelEWardehG (2016) Relationships between recycled concrete aggregates characteristics and recycled aggregates concretes properties. Construction and Building Materials108: 163–174.
19.
QinQZhengSLiLet al. (2017) Experimental study and numerical simulation of seismic behavior for RC columns subjected to freeze-thaw cycles. Advances in Materials Science and Engineering2017: 7496345.
20.
RehanRNehdiMSimonovicSP (2005) Policy making for greening the concrete industry in Canada: a systems thinking approach. Canadian Journal of Civil Engineering32: 99–113.
21.
RichardsonACoventryKBaconJ (2011) Freeze/thaw durability of concrete with recycled demolition aggregate compared to virgin aggregate concrete. Journal of Cleaner Production19: 272–277.
22.
SalemRMBurdetteEG (1998) Role of chemical and mineral admixtures on the physical properties and frost-resistance of recycled aggregate concrete. Materials Journal95(5): 558–563.
23.
SunZSchererGW (2010) Effect of air voids on salt scaling and internal freezing. Cement and Concrete Research40(2): 260–270.
24.
XiaoJLiJZhangC (2005) Mechanical properties of recycled aggregate concrete under uniaxial loading. Cement and Concrete Research35: 1187–1194.
25.
YildirimSTMeyerCHerfellnerS (2015) Effects of internal curing on the strength, drying shrinkage and freeze–thaw resistance of concrete containing recycled concrete aggregates. Construction and Building Materials91: 288–296.
26.
ZaharievaRBuyle-BodinFWirquinE (2004) Frost resistance of recycled aggregate concrete. Cement and Concrete Research34: 1927–1932.
