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Hokkaido University Collection of Scholarly and Academic Papers >
Graduate School of Engineering / Faculty of Engineering >
Peer-reviewed Journal Articles, etc >
箱形断面CFRP梁の曲げ挙動と画像解析によるひずみ計測
| Title: | 箱形断面CFRP梁の曲げ挙動と画像解析によるひずみ計測 |
| Other Titles: | Flexural behavior of CFRP box beams and strain measurement by image analysis |
| Authors: | 松本, 高志 Browse this author →KAKEN DB | | 櫻庭, 浩樹 Browse this author |
| Keywords: | CFRP | | 箱形断面梁 | | 曲げ | | 積層板 | | 画像解析 | | Box beam | | Flexure | | Laminate | | Image analysis |
| Issue Date: | Aug-2011 |
| Publisher: | 土木学会 |
| Journal Title: | 土木学会論文集A2（応用力学） |
| Volume: | 67 |
| Issue: | 2 |
| Start Page: | I.793 |
| End Page: | I.800 |
| Abstract: | This paper presents an experimental investigation on the flexural behavior of CFRP box beams with four different CFRP laminate structures. Those four laminates have 25 laminas, and they have the proportion of longitudinal, transverse, and diagonal lamina as 1:1:0 (L1T1), 1:0:1 (L1D1), 1:0:2 (L1D2), and 1:1:2 (L1T1D2). In addition to the displacement and strain gauge measurements, image analysis was employed to observe the deformation and strain field near a failure location. Flexural tests showed that L1D1 exhibited the highest flexural strength, followed by L1D2, L1T1D2, and L1T1, where diagonal laminas clearly contributed to the flexural strength more than transverse laminas. All the beams were observed to have a premature damage near a loading plate, and finally they exhibited a brittle failure in upper flange and web. Different failure modes were observed due to the laminate structures. Among them, image analysis clarified the development of shear strain in the web of L1T1 even before the final brittle failure. |
| Type: | article |
| URI: | http://hdl.handle.net/2115/53668 |
| Appears in Collections: | 工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)
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Submitter: 松本 高志
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