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Print ISSN : 0372-7971
繰返圧縮荷重を受けるコイルばねの変形および強さ
第2報 鋼線ばねについて平均応力の影響
河本 実桜井 忠一藤谷 景三
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ジャーナル フリー

8 巻 (1959) 75 号 p. 903-907

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In the previous paper, we reported on our experiments about the coiled springs of steel wire under pulsating compressive load (mean compressive stress τm is equal to stress amplitude τa). In the present tests, the fatigue strength and the deformation due to fatigue were obtained with regard to the cases when various mean stresses were applied. Further, the creep deformation under static load was obtained and compared with that under repeated load.
The results were as follows:
(1) A residual shear strain of coiled springs under repeated compressive load was largest in the pulsating test (τma) and became lower in proportion to an increase of mean stress, but little variation was observed where τma=0.6.
(2) Fatigue limit (Maximum stress) got higher with an increase of mean stress.
(3) A stress amplitude at endurance limits decreased showing a straight line in accordance with addition of mean stress, and that in a deformation limit did not vary on the whole as if it were constant when τma=1-0.6, but began to decrease rapidly when mean stress was made beyond such a range.

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