@article{oai:nagasaki-u.repo.nii.ac.jp:00000254,
 author = {田村, 拓登 and 山口, 浩平 and 島田, 有二朗 and 松田, 浩 and 日野, 伸一 and 彌永, 裕之 and 合田, 寛基},
 issue = {93},
 journal = {長崎大学大学院工学研究科研究報告, Reports of Graduate School of Engineering, Nagasaki University},
 month = {Aug},
 note = {The fracture behavior of reinforced concrete has not been clarified yet. Especially, in the elucidation of the strain distribution using the strain gauge , it is difficult to measure a ccurately because of the effect on the strain gauge attachment part at the time of fracture. On the other hand, if the Digital Image Correlation Method (DICM), whose accuracy has been guaranteed in recent years, is used, it is possible to cope with work cost, restriction in measurement, etc. Therefore, in this study, use embedded steel bar and winded PCM specimen which reinforced specimen which can be reinforced with a smaller winding thickness compared with conventional RC reinforcement. This specimen is characterized in that a groove is provided in the RC specimen, reinforcing bars are buried, and the RC specimen is wound by PCM. Then, strain distribution and crack direction are detected using DICM in the reinforcing part of this test piece, and the crack property is examined by comparing with the result of visual observation and strain gauge., 長崎大学大学院工学研究科研究報告, 49(93), pp.145-151; 2019},
 pages = {145--151},
 title = {デジタル画像相関法を用いた鉄筋埋設式PCM巻立て補強されたRC部材のひび割れ性状},
 volume = {49},
 year = {2019}
}