コンクリート部材のねじり強度

泉 満明

doi:10.3151/coj1975.20.2_3

TORSIONAL BEHAVIOR OF STRUCTURAL CONCRETE MEMBERS IN ULTIMATE STATE

Mitsuaki Izumi

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Keywords: concrete member, torsional strength, combined load, space truss analogy, skew bending, torsional stiffness, torsional cracking width, torsional fatigue, sustained torsional load

JOURNAL FREE ACCESS

1982 Volume 20 Issue 2 Pages 3-13

DOI https://doi.org/10.3151/coj1975.20.2_3

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Abstract

During the last decade many research have been carried out regarding various aspects of the influence of torsion on concrete members. The object and scope of this paper is to introduce and comment on the researchs which based on the skew benbing or space truss analogy. Also, in post-cracking, the torsional stiffness, fatigue and long-time behavior of concrete members summarizes, and it concludes with a summary of themes for future research.

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