CONCRETE JOURNAL Vol.43, No.5, May. 2005
Japan Concrete Institute (JCI No.476)
contents
Special Issue : Prediction and Control of Shrinkage Cracking
in Concrete Structures
- Innovation of Non-distributing Body
- By H. Yamashita
- 1. Overview
- 1.1 State-of-the-art Report on Prediction and Control of Shrinkage
Cracking
- By H. Mihashi and Y. Sato
- 1.2 The State of the Art for Prediction of Cracking Induced by
Volume Change and the Goal of Crack Control
- By R. Sato and I. Maruyama
- 1.3 Preferred Control System for Shrinkage Cracking of Concrete
in Buildings
- By T. Noguchi
- 2. Prediction
- 2.1 Material Property
- 2.1.1 Mechanism and Prediction of Autogenous Shrinkage
- By S. Miyazawa
- 2.1.2 Thermal Analysis
- By T. Mizobuchi
- 2.1.3 Water Transport and Drying Shrinkage Mechanism
- By S. Tada
- 2.1.4 Creep Prediction Model and the State of the Art
- By T. Ayano
- 2.2 Shrinkage Stress Analysis of Concrete Members and Structures
- By T. Shimomura
- 2.3 Quantitative Evaluation of Shrinkage Cracking Initiation
- By T. Kanda
- 2.4 Crack width limits
- By K. Imamoto
- 3. Control
- 3.1 Control of Cracking and Durability Design
- 3.1.1 Examine "The Developed Quality of Concrete"
to make "Crack Control and Durability Design" Substantial
- By T. Kishi
- 3.1.2 Crack Control and Durability Design in Reinforced Concrete
Buildings
- By Y. Masuda
- 3.2 Control Method and Theme in Material
- 3.2.1 Mix Proportion for Practice of Shrinkage Cracking Control
- By T. Nawa
- 3.2.2 Cementitious Materials
- By Y. Suzuki
- 3.2.3 The Mechanism and the Effect of a Drying Shrinkage Reducing
Agent
- By Y. Fujita
- 3.2.4 Control of Crack of Concrete by Expansive Additive
- By K. Soeda
- 3.3 Control Method and Theme in Structure
- 3.3.1 Control Method and Theme in Structure (Civil Engineering
Field)
- By A. Hosoda
- 3.3.2 Cracking in Reinforced Concrete Walls
- By Y. Ohno
- 3.4 Control Method and Theme in Construction
- 3.4.1 The Crack Control of Mass Concrete for Civil Engineering
Construction
- By S. Sogo, R. Chikamatsu and T. Urano
- 3.4.2 The Second Linig Concrete of Tunnel
- By S. Ushijima
- 3.4.3 Crack Control on Construction in Architectural Concrete
Structures
- By M. Koyanagi
- 3.4.4 Shrinlage-Crack Control in High-strength Concrete Structures
- By H. Hashida and M. Nakamura
- 4. Appraisal & Diagnosis
- 4.1 Material and Structural Performance after Cracking
- 4.1.1 Material Performance Degradation Caused by Crack Generated
in Cover Concrete
- By H. Hamada, H. Yakota and E. Kato
- 4.1.2 Material Performance after Cracking for Building Structures
- By N. Kato
- 4.2 Case Study of Control of Cracking
- 4.2.1 Crack Control Applications by using Fibers
- By Y. Takeuchi
- 4.2.2 Case Study of Harbor RC Structures
- By A. Moriwake
- 4.2.3 Anti-Cracking Concrete Utilizing Combination of Admixtures
Showing Crack Reducing Effects-Expansive Additive and Shrinkage
Reducing Agent-
- By H. Momose and T. Kanda
- 4.2.4 Anti-Carbonization Process Utilizing Direct Sprayed ECC
Applying to Railway Viaduct Involving Flexural Fatigue Cracks
- By K. Suda and K. Rokugo
- 4.2.5 Effect of Crack Control Treaments for Restricted Wall
Structures
- By T. Ohtomo and T. Shindoh
