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Fatigue Life Analysis of Fiber Reinforced Concrete with a Fracture Mechanics Based Model

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Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/46777

Title: Fatigue Life Analysis of Fiber Reinforced Concrete with a Fracture Mechanics Based Model
Authors: Matsumoto, Takashi Browse this author
Keywords: Fatigue
Fiber reinforced concrete
Fracture Mechanics
Issue Date: Aug-1999
Publisher: Elsevier
Journal Title: Cement and Concrete Composites
Volume: 21
Issue: 4
Start Page: 249
End Page: 261
Publisher DOI: 10.1016/S0958-9465(99)00004-9
Abstract: Fatigue life of fiber reinforced concrete (FRC) is theoretically analyzed with a fracture mechanics based model. The model accounts for the effect of cycle-dependent crack bridging properties in FRCs and predicts the number of cycles to failure defined by final fracture subsequent to stable fatigue crack growth in Mode I. The resulting theoretical S-N diagram was compared with experimental data reported in literature. The general agreement supports the validity of the current model, and reveals that cycle-dependent degradation of crack bridging controls fatigue life of FRCs. S-N diagrams are essential for material evaluation and structural design, and the model establishes the link between material structure and S-N diagram in an explicit manner, while the conventional stress-life approach realizes the link in an empirical manner.
Relation: http://www.sciencedirect.com/science/journal/09589465
Type: article (author version)
URI: http://hdl.handle.net/2115/46777
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)

Submitter: 松本 高志

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