TECHNICAL PAPERS
Sep 13, 2002

Fracture Toughness of Microfiber Reinforced Cement Composites

Publication: Journal of Materials in Civil Engineering
Volume 14, Issue 5

Abstract

An investigation into the reinforcing behavior of microdiameter fibers in cement composites, with an emphasis on their behavior in the frontal process zone (FPZ) ahead of the crack tip, is presented. Fracture toughness tests were conducted on thin sheet cement composites reinforced with polypropylene (PP), polyvinyl alcohol (PVA), and refined cellulose (RC) fibers under air-dry conditions. Fracture toughness in the absence of microscopic damage was quantified for these composites, as was fracture toughness that included the energy absorbed in the microcracked region prior to failure crack localization. These tests revealed that the PVA and RC fibers were able to effectively postpone microcrack formation, thereby delaying the localization of the failure crack. The PP fibers were not able to provide the same level of reinforcement. An optical microscope was used to monitor the progression of damage during testing. In addition, the acoustic emission technique was used to confirm the accuracy of the fracture toughness values.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 14Issue 5October 2002
Pages: 384 - 391

History

Received: Feb 11, 2000
Accepted: Oct 18, 2001
Published online: Sep 13, 2002
Published in print: Oct 2002

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Authors

Affiliations

Patricia Kim Nelson
PhD Candidate, ACE-MRL, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109.
Victor C. Li, F.ASCE
Professor and Director, ACE-MRL, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109.
Toshiro Kamada
Associate Professor, Gifu Univ., Yanagido, Japan.

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