Testing Procedures for the Uniaxial Tensile Characterization of Fabric-Reinforced Cementitious Matrix Composites
Publication: Journal of Composites for Construction
Volume 20, Issue 3
Abstract
Fabric-reinforced cementitious matrix (FRCM) composites made of dry-fiber fabric embedded in an inorganic matrix are advanced cement-based materials designed for retrofitting masonry or concrete structures. Characterization of the tensile behavior of FRCM composites provides the parameters needed for the design of the structural reinforcement and has given rise to numerous research studies on the aspects that influence its mechanical properties. To obtain the tensile behavior characteristics of this composite under different boundary conditions, two test setups were investigated. A clevis grip (pin action) was used to reproduce field boundary conditions from typical installation and to obtain design parameters. A clamping grip was used to obtain a complete characterization of the composite by inducing a tensile failure of each constituent material. Several FRCM systems made with different fabrics were used for the investigation: polyparaphenylene benzobisoxazole (PBO), carbon (C), and glass (G), plus carbon and glass with a special protective coating. This paper offers a critical analysis of the experimental results and provides recommendations for the tensile characterization of FRCM materials.
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Acknowledgments
The authors gratefully acknowledge the National Science Foundation (NSF) for the support provided to the Industry/University Center for Integration of Composites into Infrastructure (CICI) under grant no. IIP-0933537 and its industrial members. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF. Parts of the analyses were developed within the activities of Rete dei Laboratori Universitari di Ingegneria Sismica—ReLUIS for the research program funded by the Dipartimento di Protezione Civile—Progetto Esecutivo 2014.
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© 2015 American Society of Civil Engineers.
History
Received: Apr 9, 2015
Accepted: Jul 30, 2015
Published online: Oct 9, 2015
Discussion open until: Mar 9, 2016
Published in print: Jun 1, 2016
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