@article{oai:jaxa.repo.nii.ac.jp:00034198,
 author = {福井, 伸二 and 佐藤, 四郎 and Fukui, Shinji and Sato, Shiro},
 issue = {11/12},
 journal = {東京大學理工學研究所報告},
 month = {Oct},
 note = {Usual carbon steel (0.2% C) was deformed by statical tensile or comporessive stress beyond the yield-point, and then the Haigh type tensile and compressive fatigue limit, One type uniform bending fatigue limit, usual tensile properties and hardness value were measured. Tensile and compressive deformation by pre-loading affected the measured results similarly. The fatigue limit of the strained material decreased by about 6% as compared with the annealed material for the strain smaller than about 4%, and then the limit raised to about 20% for the larger strain, but the other properties changed monotonously with the strain., 資料番号: SA1511441000},
 pages = {311--316},
 title = {加工硬化した鋼材の疲勞(第1報)(應用力學)},
 volume = {3},
 year = {1950}
}