DURABILITY DESIGN OF CONCRETE STRUCTURES IN JAPAN: PRESENT AND FUTURE
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Published:2005
T Ueda, 2005. "DURABILITY DESIGN OF CONCRETE STRUCTURES IN JAPAN: PRESENT AND FUTURE", Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005, Ravindra K. Dhir, Moray D. Newlands, Andrew Whyte
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This paper introduces the durability design in Standard Specification of Concrete Structures issued by Japan Society of Civil Engineers (JSCE) which is considered the most advanced methodology in Japan. The main feature of the durability design is to provide appropriate verification methods for preventing any degradation of structural performance due to deterioration factors during service life. The Standard Specification provides the verification methods for chloride ion penetration, carbonation, freeze–thaw, alkali-silica reaction and chemical attack. This durability design is adopted in other design codes such as JSCE's Guidelines for Performance-Based Design of Steel–Concrete Hybrid Structures and Design Code for Railway Concrete Structures. The latter half of this paper outlines the expected direction of the durability design in Japan and necessary research to improve the present durability design. More advanced durability design is to show how to predict chronological changes (or degradation) of structural performance. Most of the required performance is related to mechanical properties of structures and members, such as strength, stiffness, deformability, and cracking. Thus, the prediction of structural performance should be based on the material properties in damaged concrete structures. The mechanical properties of concrete member damaged by ingress of chloride ion and cyclic freeze-thaw are presented as an example.
INTRODUCTION
JSCE STANDARD SPECIFICATIONS FOR CONCRETE STRUCTURES
EXPECTED DIRECTIONS FOR DURABILITY DESIGN IN JAPAN
CONCLUSIONS
REFERENCES
