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MARC Record from marc_columbia

Record ID marc_columbia/Columbia-extract-20221130-028.mrc:1505645:7287
Source marc_columbia
Download Link /show-records/marc_columbia/Columbia-extract-20221130-028.mrc:1505645:7287?format=raw

LEADER: 07287cam a2200661 i 4500
001 13502211
005 20221203224102.0
006 m o d
007 cr cnu|||unuuu
008 160222t20162016enk ob 001 0 eng d
035 $a(OCoLC)ocn940500936
035 $a(NNC)13502211
040 $aN$T$beng$erda$epn$cN$T$dN$T$dOCLCO$dIDEBK$dYDXCP$dOPELS$dCDX$dOCLCF$dOCLCO$dOUN$dOPELS$dEBLCP$dOCLCO$dOSU$dKNOVL$dOCLCO$dCOO$dOCLCQ$dU3W$dREB$dD6H$dCEF$dUAB$dRRP$dOCLCQ$dUKAHL$dOL$$dOCLCO$dOCLCQ$dUKMGB$dLVT$dVT2$dOCLCO$dOCLCQ
015 $aGBB630816$2bnb
016 7 $a017756572$2Uk
019 $a941696456$a951667826$a962325548$a1229517603$a1235833159
020 $a9781782424024$q(electronic bk.)
020 $a1782424024$q(electronic bk.)
020 $a1782423818
020 $a9781782423812
020 $z9781782423812
035 $a(OCoLC)940500936$z(OCoLC)941696456$z(OCoLC)951667826$z(OCoLC)962325548$z(OCoLC)1229517603$z(OCoLC)1235833159
037 $a9781782424024$bIngram Content Group
050 4 $aTA445.5$bC67 2016x
072 7 $aTEC$x009000$2bisacsh
072 7 $aTEC$x035000$2bisacsh
082 04 $a620.1/37$223
049 $aZCUA
245 00 $aCorrosion of steel in concrete structures /$cedited by Amir Poursaee.
264 1 $aDuxford, UK :$bElsevier, Woodhead Publishing,$c[2016]
264 4 $c©2016
300 $a1 online resource (xviii, 294 pages)
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
490 1 $aWoodhead Publishing series in civil and structural engineering ;$vnumber 61
588 0 $aOnline resource; title from PDF title page (EBSCO, viewed February 24, 2016).
504 $aIncludes bibliographical references (pages 285-288) and index.
520 $aCorrosion of reinforcing steel is now recognized as the major cause of degradation of concrete structures in many parts of the world. Despite this, infrastructure expenditure is being unreasonably decreased by sequestration and the incredible shrinking discretionary budget. All components of our infrastructure including highways, airports, water supply, waste treatment, energy supply, and power generation require significant investment and are subjected to degradation by corrosion, which significantly reduces the service life, reliability, functionality of structures and equipment, and safety. Corrosion of Steel in Concrete Structures provides a comprehensive review of the subject, in addition to recent advances in research and technological developments, from reinforcing materials to measurement techniques and modelling. This book contains not only all the important aspects in the field of corrosion of steel reinforced concrete but also discusses new topics and future trends. Part One of the book tackles theoretical concepts of corrosion of steel in concrete structures. The second part moves on to analyse the variety of reinforcing materials and concrete, including stainless steel and galvanized steel. Part Three covers measurements and evaluations, such as electrochemical techniques and acoustic emission. Part Four reviews protection and maintenance methods, whilst the final section analyses modelling, latest developments and future trends in the field.
505 0 $aFront Cover; Related titles; Corrosion of Steel in Concrete Structures; Copyright; Contents; List of contributors; Woodhead Publishing Series in Civil and Structural Engineering; Preface; 01 -- Theoretical concepts of corrosion of steel in concrete structures; 1 -- An introduction to corrosion of engineering materials; 1.1 Introduction-the ubiquitous nature of corrosion; 1.2 Thermodynamics are on the side of corrosion; 1.3 Kinetics are on the side of the metals; 1.4 Forms of corrosion; 1.4.1 General corrosion; 1.4.2 Pitting corrosion; 1.5 A brief history of corrosion of reinforcing steel.
505 8 $a1.6 The magnitude of the corrosion issue in general1.7 The magnitude of the corrosion issue specifically related to RC structures; 1.8 Conclusion; References; 2 -- Corrosion of steel in concrete structures; 2.1 Introduction; 2.2 Passivation/depassivation; 2.2.1 Semiconductive behavior of passive layers; 2.2.2 Reinforcing steel passivation time; 2.3 Chloride-induced corrosion; 2.4 Carbonation-induced corrosion; 2.4.1 Carbonation depth measurement; 2.5 Mechanism of corrosion in reinforced concrete; 2.6 The influence of concrete parameters on rebar corrosion; 2.7 Corrosion products.
505 8 $a2.8 Macrocell and microcell corrosion2.9 Corrosion under load; References; 02 -- Different reinforcing materials and concrete; 3 -- Corrosion of prestress and post-tension reinforced-concrete bridges; 3.1 Introduction; 3.2 Materials; 3.2.1 Prestressing steel; 3.2.2 Prestressing components and materials; 3.2.3 Concrete, grouts, and filler material; 3.3 Overview of corrosion mechanisms; 3.3.1 Pretensioned steel concrete; 3.3.2 Posttensioned steel concrete; 3.4 Overview of corrosion failures and current corrosion problems; 3.5 Cathodic protection; 3.6 Closing remarks; References.
505 8 $a4 -- Corrosion of stainless steel in concrete4.1 Rationale for the use of stainless alloys as reinforcing bars in chloride-contaminated environments; 4.2 Experience to date with stainless rebar in the field; 4.3 Available grades of stainless rebar; 4.4 Experimental corrosion tests for stainless rebar; 4.4.1 ASTM A955 standard specification for deformed and plain stainless-steel bars for concrete reinforcement (ASTM, 2010); 4.4.2 Modified EN 480-14 'rapid screening test'; 4.4.3 Other nonstandard tests; 4.5 Results to date on corrosion behaviour of stainless rebar.
505 8 $a4.5.1 Critical chloride threshold level4.5.2 Post-initiation corrosion behaviour and corrosion products; 4.5.3 Ranking of alloy grades; 4.5.4 Passive film investigations; 4.6 Conclusions; References; 5 -- Corrosion of epoxy-coated steel in concrete; 5.1 Introduction; 5.2 Use; 5.3 Current specifications; 5.4 Specification changes; 5.5 Manufacture; 5.6 Fabrication; 5.7 Field handling; 5.8 Corrosion research; 5.9 Changes in agency specification of epoxy-coated reinforcing steel; 5.10 Summary; 5.11 Sources of further information; References; 6 -- Galvanized steel reinforcement; 6.1 Introduction.
650 0 $aReinforcing bars$xCorrosion.
650 0 $aReinforced concrete$xCorrosion.
650 6 $aBarres d'armature$xCorrosion.
650 6 $aBéton armé$xCorrosion.
650 7 $aTECHNOLOGY & ENGINEERING$xEngineering (General)$2bisacsh
650 7 $aTECHNOLOGY & ENGINEERING$xReference.$2bisacsh
650 7 $aReinforced concrete$xCorrosion.$2fast$0(OCoLC)fst01093441
650 7 $aReinforcing bars$xCorrosion.$2fast$0(OCoLC)fst01093517
700 1 $aPoursaee, Amir,$eeditor.
776 08 $iPrint version:$aPoursaee, Amir.$tCorrosion of Steel in Concrete Structures.$dSaint Louis : Elsevier Science, ©2016$z9781782423812
830 0 $aWoodhead Publishing series in civil and structural engineering ;$vno. 61.
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio13502211.001$zACADEMIC - Civil Engineering & Construction Materials
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio13502211.002$zACADEMIC - Metals & Metallurgy
852 8 $blweb$hEBOOKS