塩害劣化を受ける鉄筋コンクリート梁の耐荷性能に関する実験的研究  [in Japanese] Experimental study on load-bearing capacity of reinforced concrete beams received chloride induced damage  [in Japanese]

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Abstract

Loading experiments using specimens of reinforced concrete beams were carried out. The specimens had been received chloride induced damage by being exposed to dry and wet environment. Based on the results of the experiments, the relationship between cross-sectional loss of the reinforcements in concrete, corrosion crack width on the concrete surface and load-bearing capacity of the reinforced concrete member was researched.

Journal

  • Kozo Kogaku Ronbunshu. A (Journal of Structural Engineering. A)

    Kozo Kogaku Ronbunshu. A (Journal of Structural Engineering. A) 58A(0), 834-843, 2012

    Japan Society of Civil Engineers

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