Corrosion of reinforcement in concrete Mechanisms monitoring inhibitors and rehabilitation techniques EFC 38 1st Edition by Raupach, Elsener, Polder, Mietz, – Ebook PDF Instant Download/Delivery: 1845692284, 9781845692285
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ISBN 10: 1845692284
ISBN 13: 9781845692285
Author: Raupach, M; Elsener, B; Polder, R; Mietz, J
The book begins by reviewing findings from various experiments designed to test the corrosion rate of metals induced by a range of factors. Later chapters discuss techniques for monitoring and testing for corrosion. The book concludes by assessing important methods of prevention, including corrosion inhibitors, protective coatings and electrochemical methods for protection, together with rehabilitation procedures for susceptible structures.
Filled with practical examples and written by a distinguished team of international contributors, Corrosion of reinforcement in concrete: mechanisms, monitoring, inhibitors and rehabilitation techniques is an essential reference for civil engineers using reinforced concrete.
- Summarises research into catalysts, inhibitors and effective means of monitoring the rate of corrosion
- Concludes by assessing important methods of prevention
Corrosion of reinforcement in concrete Mechanisms monitoring inhibitors and rehabilitation techniques EFC 38 1st Table of contents:
1 Corrosion of metals in contact with mineral building materials
1.1 Corrosion behaviour during contact with building materials that contain cement
1.2 Reaction in case of contact with aqueous cement solutions and alkaline waters
1.3 Corrosion performance in chloride containing alkaline building materials
1.4 Corrosion behaviour during contact with building materials containing magnesia cement
1.5 Corrosion behaviour during contact with gypsum products
1.6 References
2 Corrosion and electrochemistry of zinc in alkaline solutions and in cement mortar
2.1 Introduction
2.2 Experimental methods
2.3 Results
2.4 Discussion
2.5 Conclusions
2.6 References
3 Corrosion behaviour of galvanized steel rebars in the presence of coating discontinuities
3.1 Introduction
3.2 Experimental methods
3.3 Results and discussion
3.4 Conclusions
3.5 References
4 Influence of scale and rust on steel activation in model concrete pore solution
4.1 Introduction
4.2 Experimental methods
4.3 Results
4.4 Conclusions
4.5 Acknowledgements
4.6 References
5 The surface of iron and Fe10Cr alloys in alkaline media
5.1 Introduction
5.2 Experimental methods
5.3 Results
5.4 Discussion
5.5 Conclusions
5.6 Acknowledgements
5.7 References
6 Risk of galvanic corrosion induced by CFRP strengthening in reinforced concrete
6.1 Introduction
6.2 Experimental procedure
6.3 Results and discussion
6.4 Conclusions
6.5 Acknowledgements
6.6 References
7 Macrocell corrosion of steel in concrete – experiments and numerical modelling
7.1 Introduction
7.2 Experimental methods
7.3 Experimental and modelling results
7.4 Discussion
7.5 Conclusions
7.6 References
8 Modelling of chloride-induced corrosion of reinforcement in cracked high-performance concrete base
8.1 Background
8.2 Test programme
8.3 Results
8.4 Numerical simulation
8.5 Conclusions
8.6 References
9 Influence of stray currents on corrosion of steel in concrete
9.1 Introduction
9.2 Experimental tests
9.3 Results and discussion
9.4 Conclusions
9.5 References
10 Assessment and monitoring of corrosion velocity of rebars and prestressing cables of a bridge
10.1 Introduction
10.2 Results of detailed corrosion inspection
10.3 Repair
10.4 Monitoring system
10.5 Results of the monitoring
10.6 Corrosion velocity and further service of the bridge
10.7 Conclusions
10.8 References
11 On-line monitoring of corrosion in reinforced concrete structures
11.1 Introduction
11.2 Instrumentation
11.3 Field tests
11.4 Modelling of the temperature dependence of RΩ and Icorr
11.5 Results and discussion
11.6 Conclusions
11.7 Acknowledgements
11.8 References
12 Integrated system for corrosion monitoring of reinforced concrete structures
12.1 The task
12.2 The solution
12.3 The displays
12.4 Monitoring in use – the results
12.5 Acknowledgements
12.6 References
13 Use of portable equipment to determine the corrosion state of concrete structures
13.1 Introduction
13.2 Background
13.3 Experimental setup
13.4 Results
13.5 Discussion
13.6 Conclusions
13.7 Outlook
13.8 Acknowledgements
13.9 References
14 Corrosion inhibitors for reinforced concrete – an EFC state of the art report
14.1 Introduction
14.2 Mode of action of corrosion inhibitors
14.3 Corrosion inhibitors to prevent or delay corrosion initiation
14.4 Corrosion inhibitors to reduce the propagation rate of corrosion
14.5 Field tests with corrosion inhibitors
14.6 Transport of the inhibitor into mortar or concrete
14.7 Critical evaluation of corrosion inhibitors
14.8 Conclusions
14.9 References
15 Mixed-in inhibitors for concrete structures
15.1 Introduction
15.2 Service life
15.3 Experimental methods
15.4 Results
15.5 Discussion
15.6 Conclusions
15.7 References
16 Effectiveness of mixed-in organic corrosion inhibitors on extending the service life of reinforce
16.1 Introduction
16.2 Experimental methods
16.3 Discussion and conclusions
16.4 References
17 Migrating inhibitors on corrosion in reinforced concrete
17.1 Introduction
17.2 Experimental methods
17.3 Results and discussion
17.4 Conclusions
17.5 References
18 Effectiveness of corrosion inhibitors – a field study
18.1 Introduction
18.2 Field study in the Naxbergtunnel
18.3 Investigation
18.4 Results
18.5 Conclusions
18.6 Acknowledgements
18.7 References
19 Corrosion protection of steel rebar in concrete using migrating corrosion inhibitors
19.1 Introduction
19.2 Experimental procedures
19.3 Results and discussion
19.4 Conclusions
19.5 References
20 Determination of coating permeability on concrete using EIS
20.1 Introduction
20.2 Experimental design
20.3 Results and discussion
20.4 Conclusions
20.5 References
21 Chloride extraction from reinforced concrete – a new defined way of application
21.1 The task
21.2 The solution
21.3 Description of configuration
21.4 Application to a highway bridge abutment
21.5 Results of the follow-up survey
21.6 Conclusions
21.7 Acknowledgements
21.8 References and further reading
22 Microscopy study of the interface between concrete and the conductive coating used as an anode fo
22.1 Introduction
22.2 Theoretical background
22.3 Samples and microscopy examination
22.4 Results
22.5 Discussion
22.6 Conclusions
22.7 Acknowledgements
22.8 References
23 Protection of reinforced concrete piles in marine structures with sacrificial anodes
23.1 Introduction
23.2 Experimental procedure
23.3 Results and discussion
23.4 Conclusions
23.5 References
24 Renovation of the cathodic protection system of a concrete bridge after 12 years of operation
24.1 History
24.2 The CP installation on the southern bicycle path (1986)
24.3 Replacement of the northern bicycle path (1996)
24.4 CP system behaviour in 1998
24.5 System upgrade 1999
24.6 Cost aspects
24.7 Durability aspects
24.8 Conclusions
24.9 Acknowledgement
24.10 References
Index
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Raupach,Elsener,Polder,Mietz,reinforcement