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Effect of fiber fatigue rupture on monotonic and cyclic crack bridging laws in discontinuous fiber reinforced composites
Title: | Effect of fiber fatigue rupture on monotonic and cyclic crack bridging laws in discontinuous fiber reinforced composites |
Other Titles: | 短繊維補強複合材料の単調及び繰返し載荷下ひび割れ架橋則における繊維疲労破断の影響 |
Authors: | Takashi, Matsumoto Browse this author |
Keywords: | Bridging law | Discontinuous fiber reinforced composite | Cyclic loading fatigue rupture |
Issue Date: | Aug-2008 |
Publisher: | Japan Sosiety of Civil Engineers |
Journal Title: | Journal of Applied Mechanics |
Volume: | Vol. 11 |
Start Page: | 891 |
End Page: | 902 |
Publisher DOI: | 10.2208/journalam.11.891 |
Abstract: | This paper presents the micromechanical modeling of fiber bridging constitutive laws of a discontinuous fiber reinforced composite (DFRC) under monotonic and cyclic loading with the effects of fiber fatigue rupture. Based on the considerations of fatigue damage on randomly distributed fibers under the fatigue loading of constant crack opening amplitude, the monotonic and cyclic fiber bridging constitutive laws are derived. It is shown that, as fiber fatigue rupture proceeds, maximum bridging stress as well as crack opening displacement at which bridging stress vanishes are decreased. Also, the critical normalized number of cycles, n*crit, at which crack bridging degradation takes place, is analytically derived, and its role is explained for the design of a DFRC against fatigue. |
Type: | article |
URI: | http://hdl.handle.net/2115/47460 |
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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