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LEADER: 12094cam 2200877Ia 4500
001 ocm35233292
003 OCoLC
005 20211112212254.0
008 960813s1996 enka b 001 0 eng d
040 $aOSU$beng$cOSU$dTJC$dOCL$dUBA$dBAKER$dLVB$dUKM$dYDXCP$dAU@$dZWZ$dUKMGB$dOCLCQ$dOCLCF$dOCLCQ$dOCLCO$dOCL$dOCLCO$dUX0$dUKUOY$dDKU$dOCLCO
015 $aGB96X9002$2bnb
016 7 $a011010719$2Uk
016 7 $a006344384$2Uk
016 7 $a006775690$2Uk
019 $a1063257017$a1202887727
020 $a085404731X
020 $a9780854047314
035 $a(OCoLC)35233292$z(OCoLC)1063257017$z(OCoLC)1202887727
050 4 $aTH1501$b.C73 1996
080 $a691.328:620.19
080 $a691.328
082 04 $a624.18341$220
084 $aW 03$2blsrissc
245 00 $aCorrosion of reinforcement in concrete construction /$cedited by C.L. Page, P.B. Bamforth, J.W. Figg.
260 $aCambridge :$bRoyal Society of Chemistry, Information Services,$c©1996.
300 $axii, 675 pages :$billustrations ;$c24 cm.
336 $atext$btxt$2rdacontent
337 $aunmediated$bn$2rdamedia
338 $avolume$bnc$2rdacarrier
490 1 $aSpecial publication ;$vno. 183
500 $a"Papers presented at the Fourth International Symposium on 'Corrosion of Reinforcement in Concrete Construction', held at Robinson College, Cambridge, UK, 1-4 July 1996"--Title page verso.
504 $aIncludes bibliographical references and indexes.
540 $aCurrent Copyright Fee: GBP2.40$c0.$5Uk
505 00 $g1.$tNumerical analysis of galvanic interaction in reinforcement corrosion /$rJ. Gulikers and E. Schlangen --$g2.$tCorrosion of steel in the area of cracks in concrete: laboratory tests and calculations using a transmission line model /$rM. Raupach --$g3.$tInfluence of cracking and water cement ratio on macrocell corrosion of steel in concrete /$rY. Ohno, S. Praparntanatorn and K. Suzuki --$g4.$tEffective cathode to anode ratio and reinforcement corrosion in concrete /$rC. Arya and P. R. W. Vassie --$g5.$tDeterioration of concrete due to corrosion of reinforcement in immersed concrete and preventive measures /$rR. O. Muller --$g6.$tCorrosion performance of chloride-bearing aggregates in concrete /$rD. G. Manning and A. K. C. Ip --$g7.$tEffect of temperature on pore solution chemistry and reinforcement corrosion in contaminated concrete /$rM. Maslehuddin and C. L. Page /$rRasheeduzzafar /$rA. I. Al-Mana --$g8.$tInfluence of external concentration and testing time on chloride diffusion coefficient values of steady and non-steady state migration experiments /$rC. Andrade, M. Castellote, D. Cervigon and C. Alonso --$g9.$tTime to cracking for chloride-induced corrosion in reinforced concrete /$rY. Liu and R. E. Weyers --$g10.$tEffect of structural shape and chloride binding on time to corrosion of steel in concrete in marine service /$rA. A. Sagues and S. C. Kranc --$g11.$tLaboratory testing of five concrete types for durability in a marine environment /$rR. B. Polder --$g12.$tChloride ingress and chloride-induced corrosion in reinforced concrete members /$rD. W. Hobbs --$g13.$tChloride diffusion modelling for marine exposed concretes /$rE. C. Bentz, M. D. A. Thomas and C. M. Evans --$g14.$tWater absorption, chloride ingress and reinforcement corrosion in cover concrete: some effects of cement and curing /$rL. J. Parrot --$g15.
505 80 $g16.$tEnvironmental effects on reinforcement corrosion rates /$rC. Hawkins and M. McKenzie --$g17.$tDefinition of exposure classes and concrete mix requirements for chloride contaminated environments /$rP. B. Bamforth --$g18.$tStudies of carbonation and reinforcement corrosion in high alumina cement concrete /$rA. M. Dunster, D. J. Bigland, K. Hollinshead and N. J. Crammond --$g19.$tRisks of failure in prestressed concrete structures due to stress corrosion cracking /$rJ. Mietz and B. Isecke --$g20.$teffect of brick tiling on the carbonation of concrete /$rM. J. Pentti and J. S. Mattila --$g21.$tLoad bearing capacity of concrete columns with corroded reinforcement /$rJ. Rodriguez, L. M. Ortega and J. Casal --$g22.$tStatistical study on simultaneous monitoring of rebar corrosion rate and internal relative humidity in concrete structures exposed to the atmosphere /$rC. Andrade, J. Sarria and C. Alonso --$g23.$tinfluence of pitting corrosion on the evaluation of polarisation resistance of bars in concrete structures /$rE. Proverbio and R. Cigna --$g24.$tGalvanostatic pulse transient analysis for determining concrete reinforcement corrosion rates /$rK. R. Gowers, J. H. Bungey and S. G. Millard --$g25.$tEvaluation of localized corrosion rate on steel in concrete by galvanostatic pulse technique /$rB. Elsener, A. Hug, D. Burchler and H. Bohni --$g26.$tEvaluation of the concrete corrosivity by means of resistivity measurements /$rS. Fiore, R. B. Polder and R. Cigna --$g27.$tElectrical resistivity and dielectric properties of hardened cement paste and mortar /$rD. Burchler, B. Elsener and H. Bohni --$g28.$tRebar corrosion monitoring using embedded minisensors /$rH. Tamura, M. Nagayama and K. Simozawa --$g29.$tReflectometric measurements on prestressing cables /$rM. Donferri, A. Gennari Santori, G. Nava and M. Tommasini
505 80 $g30.$tMeasuring the half-cell potential of steel embedded in immersed concrete: principles and application /$rG. Grimaldi and A. Raharinaivo --$g31.$tCorrosion monitoring of concrete pillars in marine environment /$rO. Vennesland, P. Austnes and O. Odegard --$g32.$tDevelopment of a galvanic corrosion probe to assess the corrosion rate of steel reinforcement /$rJ. Gulikers --$g33.$tMonitoring and drainage method for stray currents generated by a metro system /$rF. M. Bajenaru, V. Beldean and G. Rozorea --$g34.$tTay road bridge cathodic protection monitoring system -- an analytical tool to assist the engineer /$rJ. Crerar, F. Wilson, R. L. Jefferson and R. J. R. Gibson --$g35.$tQualification of cathodic protection for corrosion control of prestressing tendons in concrete /$rS. Klinowski and W. H. Hartt --$g36.$tInfluence of temperature on the potential of reinforcing steel in concrete under cathodic in protection /$rA. Raharinaivo, I. Pepenar and G. Grimaldi --$g37.$tLaboratory evaluation and field installation of an experimental sacrificial anode system for reinforced concrete bridge decks /$rJ. P. Broomfield, D. A. Whiting and M. A. Nagi --$g38.$tNew experiences on cathodic prevention of reinforced concrete structures /$rL. Bertolini, F. Bolzoni, T. Pastore and P. Pedeferri --$g39.$tPhysico-chemical behaviour of concrete cover and reinforcing steel under cathodic protection /$rT. Chaussadent, G. Arliguie and G. Escadeillas --$g40.$tIntermittent cathodic protection of concrete structures /$rA. M. Hassanein, G. K. Glass and N. R. Buenfeld --$g41.$tPassivation mechanism of steel under cathodic protection in medium simulating concrete /$rS. Joiret, A. Hugot-Le Goff, J. P. Guilbaud and A. Raharinaivo --$g42.$tCathodic protection of the North Seaton bridge /$rG. Gedge and T. Sheehan --$g43.$tElectrochemical chloride removal -- a case study and laboratory tests /$rJ. Tritthart
505 80 $g44.$tElectrochemical removal of chlorides from concrete -- effect on bond strength and removal efficiency /$rO. Vennesland, E. P. Humstad, O. Gautefall and G. Nustad --$g45.$tRedistribution of chloride after electrochemical chloride removal from reinforced concrete prisms /$rB. T. J. Stoop and R. B. Polder --$g46.$ttrial repair of Victoria pier, St Helier, Jersey, using electrochemical desalination /$rK. Armstrong, M. G. Grantham and B. McFarland --$g47.$tDurability of electrochemically realkalised concrete structures /$rJ. S. Mattila, M. J. Pentti and T. A. Raiski --$g48.$tMechanisms and criteria for the realkalisation of concrete /$rG. Sergi, R. J. Walker and C. L. Page --$g49.$texperimental investigation into the effects of electrochemical realkalisation on concrete /$rT. K. H. Al-Kadhimi, P. G. Banfill, S. G. Millard and J. H. Bungey --$g50.$tRealkalisation of carbonated concrete by cement-based coatings /$rJ. S. Mattila and M. J. Pentti --$g51.$tLocal repair measures at concrete structures damaged by reinforcement corrosion -- aspects of durability /$rP. Schiessl and W. Breit --$g52.$tNatural exposure in UK of repaired specimens in BRITE project 3291 /$rK. Hollinshead, D. J. Bigland and R. J. Pettifer --$g53.$tHydrophobic treatment of concrete against chloride penetration /$rR. B. Polder, H. Borsje and H. de Vries --$g54.$tperformance specification for hydrophobic materials for use on concrete bridges /$rA. J. J. Calder and Z. S. Chowdhury --$g55.$tEffect of surface treatment of concrete on reinforcement corrosion /$rA. M. G. Seneviratne, G. Sergi, M. T. Maleki, M. Sadegzadeh and C. L. Page --$g56.$tElectrochemical properties of concrete admixtures /$rJ. Vogelsang and G. Meyer --$g57.$tInvestigation and development of a proposed European standard test method for assessing the influence of chemical admixtures on reinforcement corrosion /$rD. G. Jarratt-Knock, A. Bromwich and J. M. Dransfield
505 80 $g58.$tSupercover concrete -- a cost-effective method of preventing reinforcement corrosion /$rC. Arya, F. K. Ofori-Darko, G. Pirathapan and P. R. W. Vassie --$g59.$tEffect of microcracks on durability of ultra-high-strength concrete /$rB. Aarup and O. Klinghoffer --$g60.$tCorrosion behaviour of welded stainless reinforcing steel in concrete /$rU. Nurnberger --$g61.$tinfluence of steel galvanization on rebars behaviour in concrete /$rR. Fratesi, G. Moriconi and L. Coppola --$g62.$tAccelerated testing of epoxy-coated reinforcing steel -- Part II: ambient temperature aqueous exposure and electrochemical impedance spectroscopy /$rS. K. Lee, W. H. Hartt and J. F. McIntyre --$g63.$tdiscussion of methods for preventing reinforcement corrosion in bridges /$rP. R. W. Vassie --$g64.$tlong-term performance of austenitic stainless steel in chloride contaminated concrete /$rR. N. Cox and J. W. Oldfield.
650 0 $aReinforced concrete construction$vCongresses.
650 0 $aReinforced concrete$xDeterioration$vCongresses.
650 6 $aBéton armé$xCorrosion$vCongrès.
650 6 $aConstructions en béton armé$vCongrès.
650 6 $aBarres d'armature$xCorrosion$vCongrès.
650 6 $aAcier$xCorrosion$vCongrès.
650 6 $aChlorures$vCongrès.
650 6 $aCiment$xAdjuvants$vCongrès.
650 7 $aReinforced concrete construction.$2fast$0(OCoLC)fst01093465
650 7 $aReinforced concrete$xDeterioration.$2fast$0(OCoLC)fst01093450
650 7 $aEstruturas de concreto.$2larpcal
650 7 $aEstruturas diversas de concreto.$2larpcal
650 7 $aConstruction en béton armé$xDétérioration$xCongrès.$2ram
650 7 $aBéton armé$xDétérioration$xCongrès.$2ram
650 7 $aCorrosion$xCongrès.$2ram
650 7 $aGénie civil$xCongrès.$2ram
650 7 $aConstruction en béton$xDéfauts$xCongrès.$2ram
653 1 $aConcrete structures$aSteel$aCorrosion
655 7 $aConference papers and proceedings.$2fast$0(OCoLC)fst01423772
700 1 $aPage, C. L.
700 1 $aBamforth, P. B.
700 1 $aFigg, J. W.
711 2 $aInternational Symposium on Corrosion of Reinforcement in Concrete Construction$n(4th :$d1996 :$cCambridge, Great Britain)
773 0 $w(DYNIX)285981
776 08 $iOnline version:$tCorrosion of reinforcement in concrete construction.$dCambridge : Royal Society of Chemistry, Information Services, ©1996$w(OCoLC)629704308
830 0 $aSpecial publication (Royal Society of Chemistry (Great Britain)) ;$vno. 183.
938 $aBaker & Taylor$bBKTY$c253.00$d253.00$i085404731X$n0004290576$sactive
938 $aYBP Library Services$bYANK$n100068183
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029 1 $aZWZ$b026015854
029 1 $aUKMGB$b006344384
029 1 $aUKMGB$b006775690
029 1 $aUKMGB$b011010719
994 $aZ0$bP4A
948 $hHELD BY P4A - 130 OTHER HOLDINGS