日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
繰り返し曲げを受ける円形断面鋼棒の終局エネルギー吸収能力
秋山 宏高橋 誠石 軍
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ジャーナル フリー

1995 年 60 巻 475 号 p. 145-154

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The ultimate energy absorption capacity of steel rods is investigated experimentally. To get a general aspect of energy absorption capacity, a wide variety of parameters is involved in the test as followings. ・materials (mild steel, high strength steel, stainless steel) ・detailed shape of the rod at the fixed end (sharp change, smooth change) ・sectional area (constant, changing) ・loading amplitude (fixed, incremental, random) ・loading direction (uni-axial, bi-axial) Hysteretic curves can be decomposed into the skeleton part and the Bauschinger part. The energy absorption capacity attained by the skeleton part can be well predicted by an analytical method and that attained by the Bauschinger part can be estimated by an empirical relationship obtained by several tests under a constant amplitude. As a result, the influence of the detailed shape of the rod on the ultimate energy absorption capacity is emphasized.

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© 1995 日本建築学会
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