The Second International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2005) was held in Cape Town, South Africa, from 24-26 November 2008. The Conference followed the very successful First International Conference, also in Cape Town in 2005, and continued as a collaborative venture by researchers from the South African Res

eBook - PDF
Concrete Repair, Rehabilitation and Retrofitting II
2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR-2, 24-26 November 2008, Cape Town, South Africa
- 478 pages
- English
- PDF
- Available on iOS & Android
eBook - PDF
Concrete Repair, Rehabilitation and Retrofitting II
2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR-2, 24-26 November 2008, Cape Town, South Africa
About this book
Trusted by 375,005 students
Access to over 1.5 million titles for a fair monthly price.
Study more efficiently using our study tools.
Information
Table of contents
- Front cover
- Table of contents
- Preface
- ICCRRR Committees
- Keynote papers
- Design for service life: How should it be implemented in future codes
- Importance of microstructural understanding for durable and sustainable concrete
- Advanced NDT methods for the assessment of concrete structures
- Efficiency control of electrochemical repair techniques
- External strengthening of continuous beams with CFRP
- Diagnostic analysis and therapy of severely cracked bridges
- Invited papers
- Research in the field of repair – Actual approaches and future needs
- Reflections on future needs in concrete durability research and development
- Reinforcement corrosion: Research needs
- Innovative materials and influences of material composition
- High performance concrete for extreme applications
- Durability and microstructural development during hydration in ultra-high performance concrete
- Concrete ability to resist chloride ions using ternary blended cement
- Sulphate resistance of high volume fly ash cement paste composites
- Durability of light-weight concrete with expanded clay aggregate
- On the potential of rubber aggregates obtained by grinding end-of-life tyres to improve the strain capacity of concrete
- Investigations on the PCC-Microstructure after Mechanical Load
- Composites in structures – Use of special strength theories based on the form of anisotropy
- Concrete containers for containment of vitrified high-level radioactive waste: The Belgian approach
- Performance of different types of Pakistani cements exposed to aggressive environments
- Durability requirements in self-compacting concrete mix design
- Chemical attack of SCC: Immersion tests and X-ray CT
- Study of chloride penetration in self-compacting concrete by simulation of tidal zone
- Transport of water and gases in crack-free and cracked textile reinforced concrete
- Application of FRC and FRSC in structural elements of St Rok tunnel
- Durability of Strain-Hardening Cement Composites (SHCC) – An overview
- A novel durability design approach for new cementitious materials: Modelling chloride ingress in strain-hardening cement-based composites
- A two component bacteria-based self-healing concrete
- Self healing properties with various crack widths under continuous water leakage
- Using natural wood fibers to self heal concrete
- The effect of geo-materials on the autogenous healing behavior of cracked concrete
- Surface protections to prevent Alkali-Aggregate Reactions (AAR) in concrete structures
- Micro-scale alterations of cementitious surfaces subjected to laser cleaning process and their potential impact on long-term durability
- Evaluation of anti-fouling strategies on aerated concrete by means of an accelerated algal growth test
- Corrosion testing of low alloy steel reinforcement
- Influence of the geometry and reinforcement content of specimens on frost de-icing salt resistance of concrete
- Service life modelling and prediction of durability
- Life cycle management of concrete structures Part I: Birth certificate
- Life cycle management of concrete structures Part II: Monitoring
- A Spreadsheet Model for Service-Life Predictions
- Modeling of the influence from environmental actions on the durability of reinforced concrete structures
- Studies on prediction models for concrete durability
- Critical chloride content in reinforced concrete – State of the art
- Use of durability indexes in probabilistic modelling for durability design of RC members
- A simplified and practical approach regarding design for durability of reinforced concrete structures based on probabilistic modeling of chloride ingress
- Assessment of the behaviour of concrete in the initiation period of chloride induced corrosion of rebars
- Corrosion propagation in cracked and uncracked concrete
- Effect of temperature on transport of chloride ions in concrete
- Repair of architectural concrete and related modelling of carbonation-induced corrosion
- Determination of critical moisture content for carbonation of concrete
- Effect of environmental parameters on concrete carbonation. DURACON collaboration (Mexican results)
- Improvements in durability design of concrete bridges in Croatia
- Fire engineering in Croatia
- Modelling of reinforcement corrosion
- DFG Research Group 537: Modelling of reinforcement corrosion – An overview of the project
- DFG Research Group 537: Modelling reinforcement corrosion – Investigations on the mechanism of cracking and spalling
- DFG Research Group 537: Modelling of reinforcement corrosion – Macrocells and time dependence
- DFG Research Group 537: Modelling of reinforcement corrosion – Validation of corrosion model
- DFG Research Group 537: Modelling reinforcement corrosion – Corrosion measurements on cracked reinforced concrete beams
- DFG Research Group 537: Modelling reinforcement corrosion – Numerical modelling of bond strength of corroded reinforcement
- DFG Research Group 537: Modelling of reinforcement corrosion – Modelling loss of steel cross sectional area and design for durability
- DFG Research Group 537: Modelling reinforcement corrosion – Observation and monitoring of self-corrosion processes in chloride contaminated mortar by X-ray tomography
- Degradation assessment and service life aspects
- An Austrian experience with identification and assessment of alkali-aggregate reaction in motorways
- Chloride ion propagation in onshore zone of Recife-PE
- Investigation of the deteriorations of educational institutes
- Durability evaluations on the bridge over the Ruwais lagoon at Jeddah
- Assessment of post-fire reinforced concrete structures. Determination of depth of temperature penetration and associated damage
- Computer integrated knowledge systems for the assessment and diagnosing distress in concrete structures in Persian Gulf
- Mechanical behaviour of corroded rebars and influence on the structural response of R/C elements
- NDE/NDT and measurement techniques
- Nondestructive testing methods for hardly accessible parts of structures
- Vibration based assessment of shear connectors in concrete composite bridges
- New approach to in-situ evaluation of watertightness of reinforced concrete underground structures
- Experimental evaluation of indirect sonic wave transmission technique in the diagnosis and monitoring of concrete slabs
- Ultrasonic imaging of post-tensioned concrete elements: New techniques for reliable localization of grouting defects
- Practical experience of geo-radar technique application in the course of an integrated inspection of historical buildings
- Wireless monitoring of structures including acoustic emission techniques
- OSSCAR – Development of an On-Site SCAnneR for automated non-destructive bridge testing
- Development of a portable LIBS-device for quality assurance in concrete repair
- High speed chemical analysis of concrete surfaces using the LIBS method within the ILCOM project
- On the possibility of rapid nondestructive determination of compressive strength of cement materials
- Locating reinforcing bars in concrete with Electrical Resistance Tomography
- Electrical resistance tomography imaging of concrete
- Materials and structural assessments
- Quality assessment of a 40-years old tunnel
- Deficiencies in concrete structures “The Sherlock Holmes” factor
- Contribution to diagnosis of alkali-silica reaction in a bridge structure
- Condition assessment and repair alternatives for Lucko bridge overpasses of Zagreb
- Service life extension of existing precast concrete girders
- Approaches for the assessment of the residual strength of concrete exposed to fire
- Residual strength of R.C. buildings after a fire: A case study
- Assessment of fire-damaged concrete structures and the corresponding measures
- Different methods to investigate and to repair the damages of a post-tensioned deck of a high-way bridge after a fire incident due to a traffic accident
- Structural behaviour of beams under simultaneous load and steel corrosion
- BETOSCAN – An instrumented mobile robot system for the diagnosis of reinforced concrete floors
- Accelerated high water corrosion
- Condition assessment of prestressed concrete structures with static and dynamic damage indexes
- Debond Detection in RC Structures using piezoelectric materials
- Development of a new test method for mineral based composites – Wedge splitting test
- Evaluation of fibre distribution in concrete using AC impedance technique
- Simple hydration equation as a method for estimating water-cement ratio in old concrete
- Selection of an optimal method for humidity elimination in masonry buildings
- Repair of guard gallery columns, Robben Island Maximum Security Prison
- Repair methods and techniques
- Concrete repair: Research and practice – The critical dimension
- Performance based rehabilitation of reinforced concrete structures
- Repair of bridge IB42 over the Limpopo river at Stockpoort border post
- The aging of concrete sewers: Replace or rehabilitate
- Concrete retrofitment solutions utilized at the Van der Kloof Dam spillway bridge
- Rehabilitation of major bridges over the spillways of three of South Africa’s largest dams
- Protection of concrete with water repellant agents – What is required to achieve a sufficient penetration depth?
- Accelerated transport of corrosion inhibitors as complementary methodology for electrochemical chlorides extraction method
- Crack repair in concrete using biodeposition
- Cracked concrete repair with epoxy-resin infiltration
- Concrete repair with ultra ductile micro-mesh reinforced abrasive resistant and impervious mortar
- Electrochemical treatments of corroded reinforcement in concrete
- Electrochemical impedance monitoring of carbon fiber as an anode material in cathodic protection
- CP of the rear reinforcement in RC-structures – Numerical modelling of the current distribution
- The application of electrochemical chloride extraction to reinforced concrete bridge members
- The corrosion protection of embedded steel reinforcement in reinforced concrete structures using galvanic anodes
- Re-alkalisation technology applied to corrosion damaged concrete
- On pathology and rehabilitation teaching of concrete structures: A case study
- Comparative study of cleaning techniques to be used on concrete indoors
- Repair materials and systems
- Material Data Sheet Protocol – From anarchy to order
- Utilization of high performance fiber-reinforced micro-concrete as a repair material
- Properties of modern rendering systems based on mineral binders modified by organic admixtures
- Low shrinking self-compacting concretes for concrete repair
- Effects of fiber and silica fume reinforcement on abrasion resistance of hydraulic repair concrete
- Use of calcium sulfoaluminate cement to improve strength of mortars at low temperature
- Development of Strain-Hardening Cement-based Composites for the strengthening of masonry
- Air permeability of hardener-free epoxy-modified mortars as repair materials
- Performance of corrosion inhibitors in concrete exposed to marine environment
- Hydrophobic treatments on concrete – Evaluation of the durability and non-destructive testing
- Application of the NMR-technique to concrete-coatings
- Durability of adhesion of epoxy coatings on concrete; causes of delamination and blistering
- Protection and rehabilitation of chemically high stressed concrete surfaces by thin glass
- Bonded concrete overlays and patch repairs
- Adhesion – A challenge for concrete repair
- Concrete repair and interfacial bond: Influence of surface preparation
- Correlation between the roughness of the substrate surface and the debonding risk
- Performance of spall repair materials
- Innovative concrete overlays for bridge-deck rehabilitation in Montréal
- Mortar mix proportions and free shrinkage effect on bond strength between substrate and repair concrete
- Evaluation of saturation and microcracking of the superficial zone of concrete: New developments
- Spalling of sprayed concrete under tunnels fire conditions
- Repair of slab surface with thin SFRC overlay
- SHCC repair overlays for RC: Interfacial bond characterization and modelling
- Modelling the performance of ECC repair systems under differential volume changes
- Prevention of damages in industrial floors with screed layers
- Evaluation of the effect of load eccentricity on pull-off strength
- Proposal of an experimental programme for determining tensile relaxation in bonded concrete overlays
- Structural repairs and strengthening
- Analytical modelling of retrofitted reinforced concrete members with flexible bond
- Experimental and analytical investigation of concrete confined by external pre-stressed strips
- Flexure and shear behavior of RC beams strengthened by external reinforcement
- Simplified verification of the bond resistance of externally bonded reinforcement at the area of the support moment
- Loading test on a retrofitted pretensioned concrete girder after fire
- Anchorage failure of RC beams strengthened with FRP at the bottom face
- Strengthening and verification of the prestressed road bridge using external prestressing
- Numerical simulation of continuous RC slabs strengthened using NSM technique
- Non-linear finite element modeling of epoxy bonded joints between steel plates and concrete using joint elements
- Increase in the torsional resistance of reinforced concrete members using Textile Reinforced Concrete (TRC)
- Rejuvenating our aging structures: Cumberland street parking garage rehabilitation
- Mountain pass slope failure retrofitted with half viaduct bridge structure
- Rapid repair of RC bridge columns subjected to earthquakes
- Rehabilitation problems regarding an over pass in Timisoara – Romania
- Seismic retrofit and rehabilitation
- An approach of service life in repair of structures with concrete due to natural hazards
- Seismic behavior of FRP-upgraded exterior RC beam-column joints
- 3D analysis of seismic response of RC beam-column exterior joints before and after retrofit
- Seismic assessment of a RC school building retrofitted with innovative braces
- Seismic response of FRP-strengthened corner RC beam-column joints
- Experimental investigation on the seismic behaviour of SFRC columns under biaxial bending
- Retrofitting techniques and FRP systems
- Feasibility study of a novel prestressing system for FRP-laminates
- FRP tendon anchorage in post-tensioned concrete structures
- Durability of CFRP strengthened concrete structures under accelerated or environmental ageing conditions
- Durability of GFRP composite made of epoxy/organoclay nanocomposite
- Performance of Reactive Powder Concrete (RPC) with different curing conditions and its retrofitting effects on concrete membe
- Residual strength of SBR-latex modified high strength concrete under repeated impact loading
- Modeling the behavior of insulated FRP-strengthened reinforced concrete beams exposed to fire
- Fracture optimization of RC beams strengthened with CFRP laminates with finite element and experimental methods
- Comparing the behaviour of reinforced HSC beams with AFRP bars and confined HSC beams with AFRP sheets under bending
- Corroded RC beam repaired with near-face mounted CFRP rods
- Effect of damaged concrete cover on the structural performance of CFRP strengthened corroded concrete beams
- Role of U-shaped anchorages on performance of RC beams strengthened by CFRP plates
- Shear-flexure interaction of RC circular columns strengthened with FRP sheets
- Strengthening of R/C existing columns with high performance fiber reinforced concrete jacket
- Retrofitting of a precast industrial building
- Strength and ductility of unreinforced concrete columns confined with CFRP composites under uniaxial loading
- Experimental investigation on repair of RC pavements with SFRC
- Experimental research of performance and strength of damage – Concrete beams strengthening with CFRP using two different epoxies
- Strengthening of shear wall with high performance RC jacket
- Author index
- Back cover
Frequently asked questions
Yes, you can cancel anytime from the Subscription tab in your account settings on the Perlego website. Your subscription will stay active until the end of your current billing period. Learn how to cancel your subscription
No, books cannot be downloaded as external files, such as PDFs, for use outside of Perlego. However, you can download books within the Perlego app for offline reading on mobile or tablet. Learn how to download books offline
Perlego offers two plans: Essential and Complete
- Essential is ideal for learners and professionals who enjoy exploring a wide range of subjects. Access the Essential Library with 800,000+ trusted titles and best-sellers across business, personal growth, and the humanities. Includes unlimited reading time and Standard Read Aloud voice.
- Complete: Perfect for advanced learners and researchers needing full, unrestricted access. Unlock 1.5M+ books across hundreds of subjects, including academic and specialized titles. The Complete Plan also includes advanced features like Premium Read Aloud and Research Assistant.
We are an online textbook subscription service, where you can get access to an entire online library for less than the price of a single book per month. With over 1.5 million books across 990+ topics, we’ve got you covered! Learn about our mission
Look out for the read-aloud symbol on your next book to see if you can listen to it. The read-aloud tool reads text aloud for you, highlighting the text as it is being read. You can pause it, speed it up and slow it down. Learn more about Read Aloud
Yes! You can use the Perlego app on both iOS and Android devices to read anytime, anywhere — even offline. Perfect for commutes or when you’re on the go.
Please note we cannot support devices running on iOS 13 and Android 7 or earlier. Learn more about using the app
Please note we cannot support devices running on iOS 13 and Android 7 or earlier. Learn more about using the app
Yes, you can access Concrete Repair, Rehabilitation and Retrofitting II by Mark G. Alexander, Hans-Dieter Beushausen, Frank Dehn, Pilate Moyo, Mark G. Alexander,Hans-Dieter Beushausen,Frank Dehn,Pilate Moyo in PDF and/or ePUB format, as well as other popular books in Technology & Engineering & Civil Engineering. We have over 1.5 million books available in our catalogue for you to explore.