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Crack bridging law in discontinuous fiber reinforced composites under cyclic loading
Title: | Crack bridging law in discontinuous fiber reinforced composites under cyclic loading |
Other Titles: | 短繊維補強複合材料の繰返し戴荷下ひび割れ架橋則 |
Authors: | Takashi, Matsumoto Browse this author |
Keywords: | Bridging law | Discontinuous fiber reinforced composite | Cyclic loading |
Issue Date: | Aug-2007 |
Publisher: | Japan Society of Civil Engineers |
Journal Title: | Journal of Applied Mechanics |
Volume: | Vol. 10 |
Start Page: | 923 |
End Page: | 933 |
Publisher DOI: | 10.2208/journalam.10.923 |
Abstract: | This paper presents the micromechanical modeling of fiber bridging constitutive law of a discontinuous fiber reinforced composite (DFRC) under cyclic loading. Fiist, the derivation of fiber bridging constitutive law under monotonic loading is briefly reviewed to highlighthe approach to obtain the bridging stress carried by randomly distributed discontinuous fibers. Second, the relation between single fiber pa-out/push-in load amplitude and crack opening displacement amplitude under cyclic loading is derived. Third, fiber bridging constitutive l aw under cyclic loading is derived and obtained in two ways: numerically and analytically. Finally, the fiber bridging constitutive law is compared with experimental data of a cyclically loaded fiber reinforced concrete (FRC), and its validity is shown. |
Type: | article |
URI: | http://hdl.handle.net/2115/47459 |
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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