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1、[1]PAGE C L,TREADAWAY K W J.Aspects of the electrochemistry of steel in concrete[J].Nature,1982,297(13):109-115. [2]GLASSER F P,SAGOE-CRENTSIL K K.Steel in concrete:Part I.a review of the electrochemical and thermodynamic aspects[J].Mag Concr Res,1989,41(149):205-212. [3]HAUSMANN D A.Steel corro
2、sion in concrete-how does it occur[J].Mater Prot,1967,6(11):19-23. [4]HAUSMANN D A.Three myths about corrosion of steel in concrete[J].Mater Perform,2007,46(8):70-73. [5]GONZALEZ J A,FELIU S,RODRIGUEZ P.Some questions on the corrosion of steel in concrete.Part I:when,how and how much steel corro
3、des[J].Mater Struct,1996,29(1):40-46. [6]GONZALEZ J A,FELIU S,RODRIGUEZ P.Some questions on the corrosion of steel in concrete.Part II:corrosion mechanism and moni-toring,service life prediction and protection methods[J].Mater Struct,1996,29(2):97-104. [7]RAMACHANDRAN V S,BEAUDOIN J J.Handbook o
4、f Analytical Techniques in Concrete Science and Technology:Principles,Techniques,and Applications[M].New Jersey:Noyes Publications,2001:455-456. [8]POURSAEE A,HANSSON C M.Reinforcing steel passivation in mortar and pore solution[J].Cem Concr Res,2007,37(7):1127-1133. [9]ALONSO C,ANDRADE C,Gonzale
5、z J A.Relation between resistivityand corrosion rate of reinforcements in carbonated mortar made with several cement types[J].Cem Concr Res,1988,18(5):687-698. [10]HUET B,L’HOSTIS V,SANTARINI G,et al.Steel corrosion in concrete determinist modeling of cathodic reaction as a function of water satur
6、ation degree[J].Corros Sci,2007,49(4):1918-1932. [11]HUET B,L’HOSTIS V,MISERQUE F.Electrochemical behavior of mild steel in concrete:Influence of pH and carbonate content of con-crete pore solution[J].Electrochim Acta,2005,51(1):172-180. [12]BERTOLINI L,CARSANA M,REDAELLI E.Conservation of his-t
7、orical reinforced concrete structures damaged by carbonation induced corrosion by means of electrochemical re-alkalization[J].J Cult Herit,2008,9(4):376-385. [13]ANDRADE C,MARTINEZ I,CASTELLOTE M,et al.Some principles of service life calculation of reinforcements and in situ corrosion monitoring b
8、y sensors in the radioactive waste containers of El Cabril disposal[J].J Nucl Mater,2006,358(2/3):82-95. [14]HIDALGO A,DOMINGO C,GARCIA C,et al.Microstructural changes induced in Portland cement-based materials due to natural and supercritical carbonation[J].J Mater Sci,2008,43(9):3101-3111. [15
9、]GARCA-GONZLEZ C A,HIDALGO A,ANDRADE C,et al.Modifi-cation of composition and microstructure of Portland cement pastes as a result of natural and supercritical carbonation procedures[J].Ind Eng Chem Res,2006,45(14):4985-4992. [16]MORENO M,MORRIS W,ALVAREZ M G,et al.Corrosion of rein-forcing steel
10、in simulated concrete pore solutions:Effect of carbona-tion and chloride content[J].Corros Sci,2004,46(11):2681-2699. [17]PETER M A,MUNTEAN A,MEIER S A,et al.Competition of several carbonation reactions in concrete:A parametric study[J].Cem Concr Res,2008,38(12):1385-1393. [18]GLASS G K,PAGE C L
11、SHORT N R.Factors affecting the corrosion rate of steel in carbonated mortars[J].Corros Sci,1991,32(12):1283-1294. [19]PAPADAKIS V G,VAYENAS C G,FARDIS M N.Fundamental modeling and experimental investigation of concrete carbonation[J].ACI Mater J,1991,88(4):363-373. [20]BAROGHEL-BOUNY V.Concret
12、e design for a given structure service life:durability management with regard to reinforcement corrosion and alkali-silica reaction[R].France:AFGC,2007:181-185. [21]SAETTA A V,VITALIANI R V.Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures,P
13、art I:theoretical formulation[J].Cem Concr Res,2004,34(4):571-579. [22]ISGOR O B,RAZAQPUR A G.Finite element modeling of coupled heat transfer,moisture transport and carbonation processes in concrete structures[J].Cem Concr Compos,2004,26(1):57-73. [23]STEFFENS A,DINKLER D,AHRENS H.Modeling carb
14、onation for corrosion risk prediction of concrete structures[J].Cem Concr Res,2002,32(6):935-941. [24]ISHIDA T,LI C H.Modeling of carbonation based on thermo-hygro physics with strong coupling of mass transport and equilibrium in mi-cro-pore structure of concrete[J].J Adv Concr Technol,2008,6(2):3
15、03-316. [25]SONG H W,KWON S J,BYUN K J,et al.Predicting carbonation in early-aged cracked concrete[J].Cem Concr Res,2006,36(5):979-989. [26]ALAHMAD S,TOUMI A,VERDIER J,et al.Effect of crack opening on carbon dioxide penetration in cracked mortar samples[J].Mater Struct,2009,42(5):559-566. [27]
16、BOHNI H.Corrosion in Reinforced Concrete Structures[M].Abington:Woodhead Publishing Limited,2005:15;24-25;56. [28]LAY S,LIEBL S,HILBIG H,et al.New method to measure the rapid chloride migration coefficient of chloride-contaminated concrete[J].Cem Concr Res,2004,34(3):421-427. [29]AHMED M S,KAYAL
17、I O,ANDERSON W.Chloride penetration in binary and ternary blended cement concretes as measured by two dif-ferent rapid methods[J].Cem Concr Compos,2008,30(7):576-582. [30]BASHEER P A M,ANDREWS R J,ROBINSON D J,et al.‘PERMIT’ion migration test for measuring the chloride ion transport of concrete on
18、 site[J].NDT&E Int,2005,38(3):219-229. [31]DIAZ B,NOVOA X R,PEREZ M C.Study of the chloride diffusion in mortar:a new method of determining diffusion coefficients based on impedance measurements[J].Cem Concr Compos,2006,28(3):237-245. [32]VEDALAKSHMI R,SARASWATHY V,SONG H W,et al.Determi-nation
19、of diffusion coefficient of chloride in concrete using Warburg diffusion coefficient[J].Corros Sci,2009,51(6):1299-1307. [33]MARCHAND J,SAMSON E.Predicting the service-life of concrete structures-limitations of simplified models[J].Cem Concr Compos,2009,31(8):515-521. [34]SAMSON E,MARCHAND J.Mod
20、eling the transport of ions in unsaturated cement-based materials[J].Comput Struct,2007,85(23/24):1740-1756. [35]BAROGHEL-BOUNY V,NGUYEN T Q,DANGLA P.Assessment and prediction of RC structure service life by means of durability indi-cators and physical/chemical models[J].Cem Concr Compos,2009,31(8
21、):522-534. [36]ANGST U,VENNESLANDφ.Detecting critical chloride content in concrete using embedded ion selective electrodes-effect of liquid junc-tion and membrane potentials[J].Mater Corros,2009,60(8):638-643. [37]WALL H,NILSSON L O.A study on sampling methods for chloride profiles:simulations u
22、sing data from EPMA[J].Mater Struct,2008,41(7):1275-1281. [38]MORI D,YAMADA K,HOSOKAWA Y,et al.Applications of electron probe microanalyzer for measurement of Cl concentration profile in concrete[J].J Adv Concr Technol,2006,4(3):369-383. [39]NAQVI A A,NAGADI M M,AL-AMOUDI O S B.Prompt gamma anal
23、ysis of chlorine in concrete for corrosion study[J].Appl Radiat Isot,2006,64(2):283-289. [40]KONDA Y,TAKEDA A,HIDESHIMA S.Effect of admixtures on electrolytic corrosion of steel bars in reinforced concrete[J].J ACI,1959,56(10):299-312. [41]MILLER R L,HARTT W H,BROWM R P.Stray current and galvani
24、c corrosion of reinforcing steel in concrete[J].Mater Perform,1976,15(5):20-27. [42]BERTOLINI L,CARSANA M,PEDEFERRI P.Corrosion behaviour of steel in concrete in the presence of stray current[J].Corros Sci,2007,49(3):1056-1068. [43]YANG S C,YANG X.Evaluation of stray current corrosion resistance
25、 of concrete in metro construction[J].Front Arch Civil Eng China,2008,2(3):246-252. [44]ENEVOLDSEN J N,HANSSON C M,HOPE B B.The influence of internal relative humidity on the rate of corrosion of steel embedded in concrete and mortar[J].Cem Concr Res,1994,24(7):1373-1382. [45]GONZALEZ J A,LOPEZ
26、W,RODRIGUEZ P.Effects of moisture availability on corrosion kinetics of steel embedded in concrete[J].Corrosion,1993,19(12):1004-1010. [46]MORRIS W,VICO A,VAZQUEZ M.Chloride induced corrosion of reinforcing steel evaluated by concrete resistivity measurements[J].Electrochim Acta,2004,49(25):4447-4
27、453. [47]PAGE C L,PAGE M M.Durability of Concrete and Cement Composites[M].England:Woodhead Publishing Limited,2007:136-186. [48]GJORV O E,VENNESLAND O,EI-BUSAIDY A H S.Diffusion of dissolved oxygen through concrete[J].Mater Performance,1986,25(12):39-44. [49]PAGE C L,LAMBERT P.Kinetics of oxy
28、gen diffusion in hardened cement pastes[J].J Mater Sci,1987,22(3):942-946. [50]HANSSON C M.Oxygen diffusion through Portland cement mortars[J].Corros Sci,1993,35(5-8):1551-1556. [51]ANDRADE C,ALONSO C,GARCIA A M.Oxygen availability in the corrosion of reinforcements[J].Adv Cem Res,1990,3(11):127
29、132. [52]CORREIA M J.Sensor for oxygen evaluation in concrete[J].Cem Concr Compos,2006,28(3):226-232. [53]TAKEWAKA K,YAMAGUCHI T,MAEDA S.Simulation model for deterioration of concrete structures due to chloride attack[J].J Adv Concr Technol,2003,1(2):139-146. [54]RAUPACH M.Investigations on t
30、he influence of oxygen on corrosion of steel in concrete-part I[J].Mater Struct,1996,29(3):174-184. [55]RAUPACH M.Investigations on the influence of oxygen on corrosion of steel in concrete-part II[J].Mater Struct,1996,29(4):226-232. [56]BACCAY M A,OTSUKI N,NISHIDA T,et al.Influence of cement ty
31、pe and temperature on the rate of corrosion of steel in concrete[J].Corrosion,2006,62(9):811-821. [57]OTSUKI N,MADLANGBAYAN M S,NISHIDA T,et al.Temperature dependency of chloride induced corrosion in concrete[J].J Adv Concr Technol,2009,7(1):41-50. [58]LOPEZ W,GONZALEZ J A,ANDRADE C.Influence of
32、 temperature on the service life of rebars[J].Cem Concr Res,1993,23(5):1130-1140. [59]ZIVICA V,KRAJCI L,BAGEL L,et al.Significance of the ambient temperature and the steel material in the process of concrete rein-forcement corrosion[J].Constr Build Mater,1997,11(2):99-103. [60]POUR-GHAZ M,ISGOR
33、O B,GHODS P.The effect of temperature on the corrosion of steel in concrete.Part1:simulated polarization re-sistance tests and model development[J].Corros Sci,2009,51(2):415-425. [61]POUR-GHAZ M,ISGOR O B,GHODS P.The effect of temperature on the corrosion of steel in concrete.Part2:model verificat
34、ion and pa-rametric study[J].Corros Sci,2009,51(2):426-433. [62]GLASS G K,BUENFELD N R.The presentation of the chloride threshold level for corrosion of steel in concrete[J].Corros Sci,1997,39(5):1001-1013. [63]THANGAVEL K.The threshold limit for chloride corrosion of rein-forced concrete[J].Cor
35、ros Rev,2004,22(1):55-70. [64]ANN K Y,SONG H W.Chloride threshold level for corrosion of steel in concrete[J].Corros Sci,2007,49(11):4113-4133. [65]ANGST U,ELSENER B,LARSEN C K,et al.Critical chloride con-tent in reinforced concrete-a review[J].Cem Concr Res,2009,39(12):1122-1138. [66]SANDBERG
36、 P,SORENSEN H E.Factors affecting the chloride thresholds for uncracked reinforced concrete exposed in a marine en-vironment.Part II:laboratory and field exposure of corrosion cells[J].Concr Sci Eng,1999,1(2):99-109. [67]DU R G,HU R G,HUANG R S,et al.In situ measurement of Cl-concentrations and pH
37、 at the reinforcing steel concrete interface by combination sensors[J].Anal Chem,2006,78(9):3179-3185. [68]ALONSO C,ANDRADE C,CASTELLOTE M,et al.Chloride thresh-old values to depassivate reinforcing bars embedded in a standardized OPC mortar[J].Cem Concr Res,2000,30(7):1047-1055. [69]ALONSO C,CA
38、STELLOTE M,ANDRADE C,et al.Chloride thresh-old dependence of pitting potential of reinforcements[J].Electrochim Acta,2002,47(21):3469-3481. [70]LI L,SAGUES A A.Chloride corrosion threshold of reinforcing steel in alkaline solutions-open circuit[J].Corrosion,2001,57(1):19-28. [71]LI L,SAGUES A A.
39、Chloride corrosion threshold of reinforcing steel in alkaline solutions-cyclic polarization[J].Corros,2002,58(4):305-316. [72]SONG H W,SARASWATHY V,MURALIDHARAN S,et al.Toler-ance limit of chloride for steel in blended cement mortar using the cy-clic polarisation technique[J].J Appl Electrochem,20
40、08,38(4):445-450. [73]POUPARD O,AIT-MOKHTAR A,DUMARGUR P.Corrosion by chlorides in reinforced concret:determination of chloride concentra-tion threshold by impedance spectroscopy[J].Cem Concr Res,2004,34(6):991-1000. [74]YONEZAWA T,ASHWORTH V,PROCTER R P M.Pore solution composition and chloride
41、effects on the corrosion of steel in concrete[J].Corrosion,1988,44(7):489-499. [75]MOHAMMED T U,OTSUKI N,HAMADA H.Several issues in designing durable RC structures[J].Concr Int,2001,23(7):46-48. [76]GLASS G K,REDDY B,CLARK L A.Making reinforced concrete immune from chloride corrosion[J].Constr M
42、ater,2007,160(4):155-164. [77]CASTEL A,VIDAL T,FRANCOIS R,et al.Influence of steel-concrete interface quality on reinforcement corrosion induced by chlorides[J].Mag Concr Res,2003,55(2):151-159. [78]SOYLEV T A,FRANCOIS R.Quality of steel-concrete interface and corrosion of reinforcing steel[J].C
43、em Concr Res,2003,33(9):1407-1415. [79]GONZALEZ J A,NOLINA A,OTERO E,et al.On the mechanism of steel corrosion in concrete:the role of oxygen diffusion[J].Mag Concr Res,1990,42(150):23-27. [80]PAGE C L.Initiation of chloride-induced corrosion of steel in concrete:role of the interfacial zone[J].
44、Mater Corros,2009,60(8):586-592. [81]HORNE A T,RICHARDSON I G,BRYDSON R M D.Quantitative analysis of the microstructure of interfaces in steel reinforced concrete[J].Cem Concr Res,2007,37(12):1613-1623. [82]LLOYD J P,HEIDERSBACH R H.Use of the scanning electron microscope to study cracking and c
45、orrosion in concrete[J].Concr Int,1985,7(5):45-50. [83]BECK M,GOEBBELS J,BURKERT A.Application of X-ray tomogra-phy for the verification of corrosion processes in chloride contami-nated mortar[J].Mater Corros,2007,58(3):207-210. [84]GU P,BEAUDOIN J J.Estimation of steel corrosion rate in reinfor
46、ced concrete by means of equivalent circuit fittings of impedance spectra[J].Adv Cem Res,1988,10(2):43-56. [85]FELIU V,GONZALEZ J A,ANDRADE C,et al.Equivalent circuit for modelling the steel-concrete interface.I.experimental evidence andtheoretical predictions[J].Corros Sci,1998,40(6):975-993. [
47、86]FELIU V,GONZALEZ J A,FELIU S.Modelling of the steel-concrete interface to obtain information on reinforcement bar corrosion[J].J Appl Electrochem,2005,35(5):429-436. [87]ANDRADE C,KEDDAM M,NOVOA X R,et al.Electrochemical behaviour of steel rebars in concrete:influence of environmental fac-tors
48、and cement chemistry[J].Electrochim Acta,2001,46(24-25):3905-3912. [88]JOHN D G,SEARSON P C,DAWSON J L.Uses of AC impedance technique in studies on steel in concrete in immersed conditions[J].Brit Corros J,1981,16(2):103-106. [89]SAGUES A A,KRANC S C,MORENO E I.The time-domain re-sponse of a cor
49、roding system with constant phase angle interfacial com-ponent:Application to steel in concrete[J].Corros Sci,1995,37(7):1197-1113. [90]DHOUIBI-HACHANI L,TRIKI E,GRANDET J,et al.Comparing the steel-concrete interface state and its electrochemical impedance[J].Cem Concr Res,1996,26(2):253-266. [9
50、1]RODRIGUEZ O G,HOOTON R D.Influence of cracks on chloride ingress into concrete[J].ACI Mater J,2003,100(2):120-126. [92]ISMAIL M,TOUMI A,FRANCOIS R,et al.Effect of crack opening on the local diffusion of chloride in cracked mortar samples[J].Cem Concr Res,2008,38(8/9):1106-1111. [93]DJERBI A,BO
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