COMPRESSIVE ELASTICITY OF TWIST-FORMED BARS

Author:

KUWAMURA Hitoshi1

Affiliation:

1. The University of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference7 articles.

1. 1) Ziegler, H. : Die Knickung des verwundenen Stabes, Schweizerische Bauzeitung, pp. 463-465, 1948.8 (in German) 独語タイトルを訳すと, Flexural Buckling of Pre-twisted Bars(ねじれ棒の曲げ座屈)。

2. 2) Knowles, J. K. and Reissner, E : Torsion and Extension of Helicoidal Shells, Quart. Appl. Math., Vol. 17, No. 4, pp. 409-422, 1960

3. 3) Rosen, A. : Theoretical and Experimental Investigation of the Nonlinear Torsion and Extension of Initially Twisted Bars, J. Appl. Mech., Vol. 50, pp. 321-326, 1983.6

4. 4) Kuwamura, H. : Compressive Failure of Twist-formed Short Bars – Triaxial instability of compression members, Part 2 – Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure III, pp. 1015-1016, 2019.9 (in Japanese) 桑村仁:ねじり成形平鋼短柱の崩壊挙動-圧縮材の三軸不安定 その2-, 日本建築学会大会学術講演梗概集, 構造 III, pp. 1015-1016, 2019.9

5. 5) Kuwamura, H. : Analysis of Compressive Elasticity of Helicoidal Bars, Proceedings of Annual Research Meeting Kanto Chapter, Architectural Institute of Japan, No. 2010, pp. 193-196, 2020.3 (in Japanese) 桑村仁:棒状螺旋板の圧縮弾性解析, 日本建築学会関東支部研究報告集, No. 2010, pp. 193-196, 2020.3

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1. ELASTIC AND PLASTIC LIMITS OF TWIST-FORMED BARS UNDER AXIAL COMPRESSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-08-30

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