EFFECT OF INITIAL DRY AND WET CONDITIONS OF CONCRETE ON FREEZING AND THAWING RESISTANCE AND MATHEMATICAL ANALYSIS OF DETERIORATION
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概要
- 論文の詳細を見る
The authors have already made clear the deterioration mechanism of durability of concrete structures due to the meteorological action, especially, the fundamental mechanism of deterioration due to the dry and wet action and the freezing and thawing action, and the effect of the concrete factors on them.This paper furthermore deals with the effect of the initial moisture content of concrete on the freezing and thawing resistance and analyzes mathematically the concrete factors dominating the elastic modulus of elasticity.
- 社団法人日本材料学会の論文
- 1995-12-15
著者
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Kato Naoki
Department Of Architectural Engineering Asano Institute Of Technology
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Kato K
Department Of Civil Engineering College Of Industrial Technology Nihon University
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KATO Kiyoshi
Dept.of Civil Eng., National Defense Academy
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KATO Naoki
Dept.of Architectural Eng., Asano Institute of Technology
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KAWAI Tadashi
Dept.of Civil Eng, College of Industrial Eng., Nihon Univ.
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Kawai Tadashi
Department Of Civil Engineering College Of Industrial Technology Nihon University
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Kato Naoki
Department of Architectural Engineering, Asano Institute of Technology
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