Concrete Under Severe Conditions 2: Environment and Loading : Proceedings of the Second International Conference on Concrete Under Severe Conditions, CONSEC '98, Tromsø, Norway, June 21-24, 1998, Volume 2Odd E. Gjørv, Koji Sakai, Nemkumar Banthia |
Contents
Sponsors | 1383 |
Performance of FiberReinforced Cement Composites Exposed to Acid and Deicers 153 | 1388 |
Knubbehausen Lighthouse | 1391 |
Raftsundet Bridge in Lofoten Norway | 1397 |
Electrochemical Measurements for the Evaluation of the Corrosion State of Bridge Decks | 1402 |
Analytical Study on Concrete Cover Cracking | 1406 |
Durable Quality Concrete for the 21st Century via Statistical Analysis | 1407 |
GORDON J KOU E G NAWY and P ZOLTANETZKY | 1417 |
Utilization of High Performance Concrete in the United Arab Emirates | 1752 |
Electrochemical Methods for the Monitoring Protection of Steel in Concrete and | 1759 |
Effects of Fineness Modulus of Fine Aggregate on HighPerformance Concrete | 1771 |
K BERTHAGEN | 1783 |
Experimental Research on Corrosion Protection Systems for Reinforcement Steel | 1788 |
the LongTerm Durability of Cementitious Materials | 1802 |
VOLUME | 1807 |
Effects of Admixtures on AirVoid Stability of Concrete Subjected | 1809 |
A Study of Environmental Factors for Classification of Salt Damage | 1428 |
Pressure Effects on Design of Deep Water Concrete Platforms | 1438 |
The Main Factors Affecting Durability of the ThreeGorge Dam Concrete | 1450 |
PART ONE PERFORMANCE OF CONCRETE UNDER SEVERE ENVIRONMENT | 1452 |
Quality Assurance of the HPC Construction Project T C Tower | 1458 |
Concrete Exposed to Calcium Ammonium Nitrate | 1467 |
HighPerformance Concrete at Severe Conditions Creep and Shrinkage Deformations | 1468 |
Development of Flexural Load Carrying Capacity Due to Heavy Confinement | 1479 |
Residual Capacity of Concrete Members Reinforced with AFRP | 1489 |
Shear Strength of Reinforced Concrete Columns under Cyclic Load Reversal | 1499 |
Direct Tension Tests using Apparatus that Counteracts Concrete Bending | 1509 |
What Can be done to Improve the Quality of New Concrete Structures? | 1519 |
High Performance Concrete HPC with Improved Ductility | 1529 |
Concrete Cover Requirements for RC Structures in the Marine Environment | 1547 |
Crack Analysis of RC Beams with Optimally Spaced PIC Boards | 1566 |
Critical Limit of Concrete Cracks due to Drying Shrinkage | 1586 |
3D Cyclic FE Analysis of BeamColumn Connections | 1606 |
Record of RC Bridge Piers Damaged During the Great HanshinAwaji Earthquake | 1611 |
Sensitivity of Elastic Modulus to Damage in Concrete | 1627 |
Punching Shear of Reinforced Concrete Plane Members | 1647 |
Modelling of the Impact Performance of Concrete Containers for Carrying | 1665 |
Characterization of Reactive Powder Concrete RPC in Direct | 1674 |
Evaluation of Damage Index of Reinforced Concrete Structure | 1684 |
Compressive Membrane Action in High Strength Concrete | 1704 |
Structural Integrity Evaluation on Reinforced Concrete Members | 1721 |
Classification of Damage Intensity on Microbial Corrosion Concrete | 1731 |
Knowledge Based Approach for Maintenance of Reinforced Concrete | 1751 |
Resistance Against Chloride Penetration of LowHeat | 1827 |
Freezing Behavior and Strength Development of Concrete Containing Antifreezers | 1846 |
Testing Method of the Rheological Characteristic of High Fluid Concrete | 1864 |
Application of Stainless Steel Reinforcement for Highway Bridges in Ontario | 1884 |
R P CHAUBE T KISHI and K MAEKAWA | 1904 |
Effect of Industrial Waste Product Additives on Cement Mortars in Aggressive Sulphate | 1922 |
Relation Between Bleeding and Flocculation of Cement Paste | 1942 |
Rapid Determination of the Chloride Diffusivity in Concrete | 1963 |
Wind Description for Coastal and Offshore Structures | 1979 |
Concrete Production by Means of Knowledge Supported Mix Design | 1999 |
Offshore Concrete in the North Sea Development and Practice in Concrete Technology | 2017 |
Fireproof Concrete for Lining of Soaking Pits | 2038 |
Durability of SelfCompacting and Low Heat High Performance Concrete | 2057 |
Modelling of Initial Defect of Concrete Due to Drying Shrinkage | 2074 |
Ultrasonic Pulse Velocity as an Indicator of Concrete Quality | 2093 |
Deterioration Mechanisms of a Cement Paste under Water Attack | 2102 |
Durability of Concrete Containing High Absorption Aggregate under Marine Environment | 2103 |
Accelerated Testing of Chloride Diffusivity from Seawater | 2123 |
Effect of Crushed Aggregate Filler in HSC Developement | 2139 |
| 2148 | |
Properties of Concrete using BeliteBased Cement with Different Fineness | 2161 |
A New Permanent Chemically Prestressed Concrete Form Reinforced with CFRP | 2177 |
| 2196 | |
Chloride Induced Corrosion in High Performance Concrete Lifetime Versus | 2200 |
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Common terms and phrases
28 days admixture aggregate air-void analysis bars beam bridge calculated cement paste CFRP chloride chloride diffusivity chloride ion chloride penetration coefficient compressive strength concrete members concrete mix concrete specimens concrete structures construction corrosion crack width creep curing curve decrease deformation depth diameter drying shrinkage durability dynamic modulus effect elastic elastic modulus electrical resistance environment environmental equation evaluation expansive experimental factor fibers Figure flexural fly ash gauge heat high performance concrete hydration increase kg/m³ material maximum measured microsilica mix proportions mixtures modulus mortar Norwegian obtained offshore parameters Pechora Sea PIC boards portland cement pozzolanic pressure prestressed properties reinforced concrete Research resistance salt damage samples self-compacting shear shear strength shear stress shown in Fig shows silica fume slab slump steel strain stress superplasticizer surface T&C Tower Table temperature tensile tensile stress tension water-cement ratio