Concrete Repair, Rehabilitation and Retrofitting II
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

  1. 478 pages
  2. English
  3. PDF
  4. 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

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

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Information

Publisher
CRC Press
Year
2008
Edition
1
eBook ISBN
9781439828403

Table of contents

  1. Front cover
  2. Table of contents
  3. Preface
  4. ICCRRR Committees
  5. Keynote papers
  6. Design for service life: How should it be implemented in future codes
  7. Importance of microstructural understanding for durable and sustainable concrete
  8. Advanced NDT methods for the assessment of concrete structures
  9. Efficiency control of electrochemical repair techniques
  10. External strengthening of continuous beams with CFRP
  11. Diagnostic analysis and therapy of severely cracked bridges
  12. Invited papers
  13. Research in the field of repair – Actual approaches and future needs
  14. Reflections on future needs in concrete durability research and development
  15. Reinforcement corrosion: Research needs
  16. Innovative materials and influences of material composition
  17. High performance concrete for extreme applications
  18. Durability and microstructural development during hydration in ultra-high performance concrete
  19. Concrete ability to resist chloride ions using ternary blended cement
  20. Sulphate resistance of high volume fly ash cement paste composites
  21. Durability of light-weight concrete with expanded clay aggregate
  22. On the potential of rubber aggregates obtained by grinding end-of-life tyres to improve the strain capacity of concrete
  23. Investigations on the PCC-Microstructure after Mechanical Load
  24. Composites in structures – Use of special strength theories based on the form of anisotropy
  25. Concrete containers for containment of vitrified high-level radioactive waste: The Belgian approach
  26. Performance of different types of Pakistani cements exposed to aggressive environments
  27. Durability requirements in self-compacting concrete mix design
  28. Chemical attack of SCC: Immersion tests and X-ray CT
  29. Study of chloride penetration in self-compacting concrete by simulation of tidal zone
  30. Transport of water and gases in crack-free and cracked textile reinforced concrete
  31. Application of FRC and FRSC in structural elements of St Rok tunnel
  32. Durability of Strain-Hardening Cement Composites (SHCC) – An overview
  33. A novel durability design approach for new cementitious materials: Modelling chloride ingress in strain-hardening cement-based composites
  34. A two component bacteria-based self-healing concrete
  35. Self healing properties with various crack widths under continuous water leakage
  36. Using natural wood fibers to self heal concrete
  37. The effect of geo-materials on the autogenous healing behavior of cracked concrete
  38. Surface protections to prevent Alkali-Aggregate Reactions (AAR) in concrete structures
  39. Micro-scale alterations of cementitious surfaces subjected to laser cleaning process and their potential impact on long-term durability
  40. Evaluation of anti-fouling strategies on aerated concrete by means of an accelerated algal growth test
  41. Corrosion testing of low alloy steel reinforcement
  42. Influence of the geometry and reinforcement content of specimens on frost de-icing salt resistance of concrete
  43. Service life modelling and prediction of durability
  44. Life cycle management of concrete structures Part I: Birth certificate
  45. Life cycle management of concrete structures Part II: Monitoring
  46. A Spreadsheet Model for Service-Life Predictions
  47. Modeling of the influence from environmental actions on the durability of reinforced concrete structures
  48. Studies on prediction models for concrete durability
  49. Critical chloride content in reinforced concrete – State of the art
  50. Use of durability indexes in probabilistic modelling for durability design of RC members
  51. A simplified and practical approach regarding design for durability of reinforced concrete structures based on probabilistic modeling of chloride ingress
  52. Assessment of the behaviour of concrete in the initiation period of chloride induced corrosion of rebars
  53. Corrosion propagation in cracked and uncracked concrete
  54. Effect of temperature on transport of chloride ions in concrete
  55. Repair of architectural concrete and related modelling of carbonation-induced corrosion
  56. Determination of critical moisture content for carbonation of concrete
  57. Effect of environmental parameters on concrete carbonation. DURACON collaboration (Mexican results)
  58. Improvements in durability design of concrete bridges in Croatia
  59. Fire engineering in Croatia
  60. Modelling of reinforcement corrosion
  61. DFG Research Group 537: Modelling of reinforcement corrosion – An overview of the project
  62. DFG Research Group 537: Modelling reinforcement corrosion – Investigations on the mechanism of cracking and spalling
  63. DFG Research Group 537: Modelling of reinforcement corrosion – Macrocells and time dependence
  64. DFG Research Group 537: Modelling of reinforcement corrosion – Validation of corrosion model
  65. DFG Research Group 537: Modelling reinforcement corrosion – Corrosion measurements on cracked reinforced concrete beams
  66. DFG Research Group 537: Modelling reinforcement corrosion – Numerical modelling of bond strength of corroded reinforcement
  67. DFG Research Group 537: Modelling of reinforcement corrosion – Modelling loss of steel cross sectional area and design for durability
  68. DFG Research Group 537: Modelling reinforcement corrosion – Observation and monitoring of self-corrosion processes in chloride contaminated mortar by X-ray tomography
  69. Degradation assessment and service life aspects
  70. An Austrian experience with identification and assessment of alkali-aggregate reaction in motorways
  71. Chloride ion propagation in onshore zone of Recife-PE
  72. Investigation of the deteriorations of educational institutes
  73. Durability evaluations on the bridge over the Ruwais lagoon at Jeddah
  74. Assessment of post-fire reinforced concrete structures. Determination of depth of temperature penetration and associated damage
  75. Computer integrated knowledge systems for the assessment and diagnosing distress in concrete structures in Persian Gulf
  76. Mechanical behaviour of corroded rebars and influence on the structural response of R/C elements
  77. NDE/NDT and measurement techniques
  78. Nondestructive testing methods for hardly accessible parts of structures
  79. Vibration based assessment of shear connectors in concrete composite bridges
  80. New approach to in-situ evaluation of watertightness of reinforced concrete underground structures
  81. Experimental evaluation of indirect sonic wave transmission technique in the diagnosis and monitoring of concrete slabs
  82. Ultrasonic imaging of post-tensioned concrete elements: New techniques for reliable localization of grouting defects
  83. Practical experience of geo-radar technique application in the course of an integrated inspection of historical buildings
  84. Wireless monitoring of structures including acoustic emission techniques
  85. OSSCAR – Development of an On-Site SCAnneR for automated non-destructive bridge testing
  86. Development of a portable LIBS-device for quality assurance in concrete repair
  87. High speed chemical analysis of concrete surfaces using the LIBS method within the ILCOM project
  88. On the possibility of rapid nondestructive determination of compressive strength of cement materials
  89. Locating reinforcing bars in concrete with Electrical Resistance Tomography
  90. Electrical resistance tomography imaging of concrete
  91. Materials and structural assessments
  92. Quality assessment of a 40-years old tunnel
  93. Deficiencies in concrete structures “The Sherlock Holmes” factor
  94. Contribution to diagnosis of alkali-silica reaction in a bridge structure
  95. Condition assessment and repair alternatives for Lucko bridge overpasses of Zagreb
  96. Service life extension of existing precast concrete girders
  97. Approaches for the assessment of the residual strength of concrete exposed to fire
  98. Residual strength of R.C. buildings after a fire: A case study
  99. Assessment of fire-damaged concrete structures and the corresponding measures
  100. 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
  101. Structural behaviour of beams under simultaneous load and steel corrosion
  102. BETOSCAN – An instrumented mobile robot system for the diagnosis of reinforced concrete floors
  103. Accelerated high water corrosion
  104. Condition assessment of prestressed concrete structures with static and dynamic damage indexes
  105. Debond Detection in RC Structures using piezoelectric materials
  106. Development of a new test method for mineral based composites – Wedge splitting test
  107. Evaluation of fibre distribution in concrete using AC impedance technique
  108. Simple hydration equation as a method for estimating water-cement ratio in old concrete
  109. Selection of an optimal method for humidity elimination in masonry buildings
  110. Repair of guard gallery columns, Robben Island Maximum Security Prison
  111. Repair methods and techniques
  112. Concrete repair: Research and practice – The critical dimension
  113. Performance based rehabilitation of reinforced concrete structures
  114. Repair of bridge IB42 over the Limpopo river at Stockpoort border post
  115. The aging of concrete sewers: Replace or rehabilitate
  116. Concrete retrofitment solutions utilized at the Van der Kloof Dam spillway bridge
  117. Rehabilitation of major bridges over the spillways of three of South Africa’s largest dams
  118. Protection of concrete with water repellant agents – What is required to achieve a sufficient penetration depth?
  119. Accelerated transport of corrosion inhibitors as complementary methodology for electrochemical chlorides extraction method
  120. Crack repair in concrete using biodeposition
  121. Cracked concrete repair with epoxy-resin infiltration
  122. Concrete repair with ultra ductile micro-mesh reinforced abrasive resistant and impervious mortar
  123. Electrochemical treatments of corroded reinforcement in concrete
  124. Electrochemical impedance monitoring of carbon fiber as an anode material in cathodic protection
  125. CP of the rear reinforcement in RC-structures – Numerical modelling of the current distribution
  126. The application of electrochemical chloride extraction to reinforced concrete bridge members
  127. The corrosion protection of embedded steel reinforcement in reinforced concrete structures using galvanic anodes
  128. Re-alkalisation technology applied to corrosion damaged concrete
  129. On pathology and rehabilitation teaching of concrete structures: A case study
  130. Comparative study of cleaning techniques to be used on concrete indoors
  131. Repair materials and systems
  132. Material Data Sheet Protocol – From anarchy to order
  133. Utilization of high performance fiber-reinforced micro-concrete as a repair material
  134. Properties of modern rendering systems based on mineral binders modified by organic admixtures
  135. Low shrinking self-compacting concretes for concrete repair
  136. Effects of fiber and silica fume reinforcement on abrasion resistance of hydraulic repair concrete
  137. Use of calcium sulfoaluminate cement to improve strength of mortars at low temperature
  138. Development of Strain-Hardening Cement-based Composites for the strengthening of masonry
  139. Air permeability of hardener-free epoxy-modified mortars as repair materials
  140. Performance of corrosion inhibitors in concrete exposed to marine environment
  141. Hydrophobic treatments on concrete – Evaluation of the durability and non-destructive testing
  142. Application of the NMR-technique to concrete-coatings
  143. Durability of adhesion of epoxy coatings on concrete; causes of delamination and blistering
  144. Protection and rehabilitation of chemically high stressed concrete surfaces by thin glass
  145. Bonded concrete overlays and patch repairs
  146. Adhesion – A challenge for concrete repair
  147. Concrete repair and interfacial bond: Influence of surface preparation
  148. Correlation between the roughness of the substrate surface and the debonding risk
  149. Performance of spall repair materials
  150. Innovative concrete overlays for bridge-deck rehabilitation in Montréal
  151. Mortar mix proportions and free shrinkage effect on bond strength between substrate and repair concrete
  152. Evaluation of saturation and microcracking of the superficial zone of concrete: New developments
  153. Spalling of sprayed concrete under tunnels fire conditions
  154. Repair of slab surface with thin SFRC overlay
  155. SHCC repair overlays for RC: Interfacial bond characterization and modelling
  156. Modelling the performance of ECC repair systems under differential volume changes
  157. Prevention of damages in industrial floors with screed layers
  158. Evaluation of the effect of load eccentricity on pull-off strength
  159. Proposal of an experimental programme for determining tensile relaxation in bonded concrete overlays
  160. Structural repairs and strengthening
  161. Analytical modelling of retrofitted reinforced concrete members with flexible bond
  162. Experimental and analytical investigation of concrete confined by external pre-stressed strips
  163. Flexure and shear behavior of RC beams strengthened by external reinforcement
  164. Simplified verification of the bond resistance of externally bonded reinforcement at the area of the support moment
  165. Loading test on a retrofitted pretensioned concrete girder after fire
  166. Anchorage failure of RC beams strengthened with FRP at the bottom face
  167. Strengthening and verification of the prestressed road bridge using external prestressing
  168. Numerical simulation of continuous RC slabs strengthened using NSM technique
  169. Non-linear finite element modeling of epoxy bonded joints between steel plates and concrete using joint elements
  170. Increase in the torsional resistance of reinforced concrete members using Textile Reinforced Concrete (TRC)
  171. Rejuvenating our aging structures: Cumberland street parking garage rehabilitation
  172. Mountain pass slope failure retrofitted with half viaduct bridge structure
  173. Rapid repair of RC bridge columns subjected to earthquakes
  174. Rehabilitation problems regarding an over pass in Timisoara – Romania
  175. Seismic retrofit and rehabilitation
  176. An approach of service life in repair of structures with concrete due to natural hazards
  177. Seismic behavior of FRP-upgraded exterior RC beam-column joints
  178. 3D analysis of seismic response of RC beam-column exterior joints before and after retrofit
  179. Seismic assessment of a RC school building retrofitted with innovative braces
  180. Seismic response of FRP-strengthened corner RC beam-column joints
  181. Experimental investigation on the seismic behaviour of SFRC columns under biaxial bending
  182. Retrofitting techniques and FRP systems
  183. Feasibility study of a novel prestressing system for FRP-laminates
  184. FRP tendon anchorage in post-tensioned concrete structures
  185. Durability of CFRP strengthened concrete structures under accelerated or environmental ageing conditions
  186. Durability of GFRP composite made of epoxy/organoclay nanocomposite
  187. Performance of Reactive Powder Concrete (RPC) with different curing conditions and its retrofitting effects on concrete membe
  188. Residual strength of SBR-latex modified high strength concrete under repeated impact loading
  189. Modeling the behavior of insulated FRP-strengthened reinforced concrete beams exposed to fire
  190. Fracture optimization of RC beams strengthened with CFRP laminates with finite element and experimental methods
  191. Comparing the behaviour of reinforced HSC beams with AFRP bars and confined HSC beams with AFRP sheets under bending
  192. Corroded RC beam repaired with near-face mounted CFRP rods
  193. Effect of damaged concrete cover on the structural performance of CFRP strengthened corroded concrete beams
  194. Role of U-shaped anchorages on performance of RC beams strengthened by CFRP plates
  195. Shear-flexure interaction of RC circular columns strengthened with FRP sheets
  196. Strengthening of R/C existing columns with high performance fiber reinforced concrete jacket
  197. Retrofitting of a precast industrial building
  198. Strength and ductility of unreinforced concrete columns confined with CFRP composites under uniaxial loading
  199. Experimental investigation on repair of RC pavements with SFRC
  200. Experimental research of performance and strength of damage – Concrete beams strengthening with CFRP using two different epoxies
  201. Strengthening of shear wall with high performance RC jacket
  202. Author index
  203. Back cover

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