Performance and deterioration mechanism of concrete incorporated with corrosion-inhibiting admixtures under the coupling effect of composite salt and freeze-thaw cycles

[1]  Xiaoge Liu,et al.  Study on the chloride ion transport mechanism of recycled mixed aggregate concrete based on evolution characteristics of pore structure , 2022, Construction and Building Materials.

[2]  Jinjie Shi,et al.  Unravelling electrochemical performance of a 10CrMo steel in alkaline concrete pore solutions with red mud and ground granulated blast-furnace slag , 2022, Corrosion Science.

[3]  Hairen Wang,et al.  Multi-scale study on the durability degradation mechanism of aeolian sand concrete under freeze–thaw conditions , 2022, Construction and Building Materials.

[4]  Hehua Zhu,et al.  Research progress of the thermophysical and mechanical properties of concrete subjected to freeze-thaw cycles , 2022, Construction and Building Materials.

[5]  Jianwen Bai,et al.  Damage degradation model of aeolian sand concrete under freeze–thaw cycles based on macro-microscopic perspective , 2022, Construction and Building Materials.

[6]  Zhijun Zhou,et al.  Damage mechanism of pier concrete subjected to combined compressive stress, freeze-thaw, and salt attacks in saline soil , 2022, Construction and Building Materials.

[7]  Ruijun Wang,et al.  Deterioration of concrete under the coupling effects of freeze–thaw cycles and other actions: A review , 2022, Construction and Building Materials.

[8]  Chuansheng Xiong,et al.  Influence of the dry/wet ratio on the chloride convection zone of concrete in a marine environment , 2022, Construction and Building Materials.

[9]  Bo-Fu Chen,et al.  Exposure duration and sub-zero temperature effects on concrete chloride diffusion decay index and binding , 2021, Construction and Building Materials.

[10]  Huanghuang Huang,et al.  Experimental study on multi-component corrosion inhibitor for steel bar in chloride environment , 2021, Construction and Building Materials.

[11]  Jiangtao Yu,et al.  Effect of freeze–thaw cycling on mechanical properties of polyethylene fiber and steel fiber reinforced concrete , 2021 .

[12]  P. Qiao,et al.  Characterization of microstructural damage evolution of freeze-thawed shotcrete by an integrative micro-CT and nanoindentation statistical approach , 2021 .

[13]  F. Grondin,et al.  A quantitative assessment of the parameters involved in the freeze–thaw damage of cement-based materials through numerical modelling , 2021 .

[14]  F. Benghanem,et al.  A new corrosion inhibitor for steel rebar in concrete: Synthesis, electrochemical and theoretical studies , 2021 .

[15]  L. Gu,et al.  Durability evaluation of recycled aggregate concrete in a complex environment , 2020 .

[16]  Haoliang Huang,et al.  Effect of multiple ions on the degradation in concrete subjected to sulfate attack , 2020 .

[17]  Bo Wen,et al.  Corrosion behavior of low alloy steel bars containing Cr and Al in coral concrete for ocean construction , 2020 .

[18]  Longjun Xu,et al.  An alternating experimental study on the combined effect of freeze-thaw and chloride penetration in concrete , 2020 .

[19]  P. Monteiro,et al.  Understanding the sulfate attack of Portland cement–based materials exposed to applied electric fields: Mineralogical alteration and migration behavior of ionic species , 2020 .

[20]  Miao Wu,et al.  Enhanced corrosion resistance of reinforcing steels in simulated concrete pore solution with low molybdate to chloride ratios , 2020 .

[21]  Junjie Du,et al.  Effect of nano-CaCO3 and nano-SiO2 on improving the properties of carbon fibre-reinforced concrete and their pore-structure models , 2020 .

[22]  B. Wang,et al.  Damage model of concrete subjected to coupling chemical attacks and freeze-thaw cycles in saline soil area , 2020 .

[23]  Zhiming Ma,et al.  Chloride permeability of recycled aggregate concrete under the coupling effect of freezing-thawing, elevated temperature or mechanical damage , 2020 .

[24]  Zhen Liu,et al.  Experimental studies on the chloride ion permeability of concrete considering the effect of freeze–thaw damage , 2020 .

[25]  Zhao Tiejun,et al.  Capillary suction induced water absorption and chloride transport in non-saturated concrete: The influence of humidity, mineral admixtures and sulfate ions , 2020 .

[26]  Guo Li,et al.  Key inhibitory mechanism of external chloride ions on concrete sulfate attack , 2019, Construction and Building Materials.

[27]  S. Chitra,et al.  Implications of eco-addition inhibitor to mitigate corrosion in reinforced steel embedded in concrete , 2019, Construction and Building Materials.

[28]  Hao Wang,et al.  Water absorption and chloride diffusivity of concrete under the coupling effect of uniaxial compressive load and freeze–thaw cycles , 2019, Construction and Building Materials.

[29]  Hui Wang,et al.  Deterioration Performance of Damaged Concrete Beams under Freezing-thawing Cycle and Chloride Environment in Coastal Cities , 2019, Journal of Coastal Research.

[30]  B. Wang,et al.  Mechanical properties of textile reinforced concrete under chloride wet-dry and freeze-thaw cycle environments , 2019, Cement and Concrete Composites.

[31]  Jiaping Liu,et al.  Pore structure characterization of early-age cement pastes blended with high-volume fly ash , 2018, Construction and Building Materials.

[32]  Wil V. Srubar,et al.  A review of chloride transport in alkali-activated cement paste, mortar, and concrete , 2018, Construction and Building Materials.

[33]  T. Zhao,et al.  Effect of Air Entrainment on the Mechanical Properties, Chloride Migration, and Microstructure of Ordinary Concrete and Fly Ash Concrete , 2018, Journal of Materials in Civil Engineering.

[34]  F. Walsh,et al.  A review of inhibitors for the corrosion of transition metals in aqueous acids , 2018, Journal of Molecular Liquids.

[35]  M. An,et al.  Experimental and cellular-automata-based analysis of chloride ion diffusion in reactive powder concrete subjected to freeze–thaw cycling , 2018 .

[36]  J. Zhao,et al.  Instantaneous chloride diffusion coefficient and its time dependency of concrete exposed to a marine tidal environment , 2018 .

[37]  Yuan Qin,et al.  Resistance of recycled aggregate concrete containing low- and high-volume fly ash against the combined action of freeze–thaw cycles and sulfate attack , 2018 .

[38]  F. Wittmann,et al.  Influence of freeze-thaw cycles on capillary absorption and chloride penetration into concrete , 2017 .

[39]  T. Zhao,et al.  Steel reinforcement corrosion in concrete under combined actions: The role of freeze-thaw cycles, chloride ingress, and surface impregnation , 2017 .

[40]  Dawei Zhang,et al.  Estimation of ice formation in mortar saturated with sodium chloride solutions , 2017 .

[41]  C. Grosse,et al.  Effect of freeze–thaw damage on chloride ingress into concrete , 2017 .

[42]  Jize Mao,et al.  Mesoscopic chloride ion diffusion model of marine concrete subjected to freeze-thaw cycles , 2016 .

[43]  J. Bouaziz,et al.  Durability of Steel Fibres Reinforcement Concrete Beams in Chloride Environment Combined with Inhibitor , 2016 .

[44]  Xudong Cheng,et al.  Combined effect of carbonation and chloride ingress in concrete , 2016 .

[45]  Ting Guan,et al.  Evaluation of rebar corrosion in reinforced concrete under freeze-thaw environment and protection measures , 2016 .

[46]  Lei Jiang,et al.  Durability of concrete under sulfate attack exposed to freeze–thaw cycles , 2015 .

[47]  Y. Zaytsev,et al.  Influence of an Applied Compressive Load on Capillary Absorption of Concrete: Observation of Anisotropy , 2014 .

[48]  C. C. Chen,et al.  1,3‐Bis‐dibutylaminopropan‐2‐ol as inhibitor for reinforcement steel in chloride‐contaminated simulated concrete pore solution , 2013 .

[49]  Yingshu Yuan,et al.  Prediction model for the time-varying corrosion rate of rebar based on micro-environment in concrete , 2012 .

[50]  An Duan,et al.  Effect of freeze–thaw cycles on the stress–strain curves of unconfined and confined concrete , 2011 .

[51]  Tetsuya Ishida,et al.  Enhanced electro-chemical corrosion model for reinforced concrete under severe coupled action of chloride and temperature , 2011 .

[52]  Joško Ožbolt,et al.  Modelling the effect of damage on transport processes in concrete , 2010 .

[53]  Tetsuya Ishida,et al.  Influence of connectivity of concrete pores and associated diffusion of oxygen on corrosion of steel under high humidity , 2010 .

[54]  Rui M. L. Ferreira,et al.  Optimization of RC structure performance in marine environment , 2010 .

[55]  Mark G. Richardson,et al.  Corrosion inhibitors for steel in concrete: State-of-the-art report , 2008 .

[56]  Mark G. Stewart,et al.  Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis , 2008, Reliab. Eng. Syst. Saf..

[57]  George W. Scherer,et al.  A review of salt scaling: II. Mechanisms , 2007 .

[58]  S. Cho,et al.  The relationship between pore structure and chloride diffusivity from ponding test in cement-based materials , 2006 .

[59]  You-jun Xie,et al.  Pore Structure and Chloride Ion Transport Mechanisms in Concrete , 2005 .

[60]  M. Montemor,et al.  Electrochemical behaviour of amino alcohol-based inhibitors used to control corrosion of reinforcing , 2004 .

[61]  A R Collins,et al.  THE DESTRUCTION OF CONCRETE BY FROST. , 1944 .

[62]  Khaled A. Alawi Al-Sodani Effect of Exposure Temperatures on Chloride Penetration Resistance of Concrete Incorporating Polypropylene Fibers, Silica Fume and Metakaolin , 2022, SSRN Electronic Journal.

[63]  H. Takenouti,et al.  Protection of reinforcement steel corrosion by phenylphosphonic acid pre-treatment PART II: Tests in mortar medium , 2016 .

[64]  W. Piasta,et al.  Durability of Air Entrained Cement Mortars Under Combined Sulphate and Freeze-thaw Attack , 2015 .

[65]  Göran Fagerlund,et al.  Influence of environmental factors on the frost resistance of concrete : a contribution to the BRITE/EURAM project BREU-CT92-0591 "The Residual Service Life of Concrete Structures" , 1994 .

[66]  Adam Neville,et al.  Durability of Concrete Structures , 1987 .

[67]  T. C. Powers,et al.  Freezing Effects in Concrete , 1975 .

[68]  T. Powers A Working Hypothesis for Further Studies of Frost Resistance of Concrete , 1945 .