供試体寸法の異なるコンクリート角柱供試体の一軸圧縮応力-ひずみ曲線の表示式
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概要
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This study examined the probability distribution and size effect of compressive strength and the inelastic stress-strain curves of concrete prisms up to a large compressive strain. Compressive strength and the inelastic stress-strain behaviors are examined in terms of the size of specimen. Tese specimens are examined by using a stiff compressive testing machine. The purpose of this study is to propose the probability distributions of concrete strength and mathematical expressions of the inelastic stress-strain curves of concrete prisms.
- 1986-03-31
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