Stress Redistribution in Glass Fibers of G-FRCM Composites

Article Preview

Abstract:

Fiber reinforced cementitious matrix (FRCM) composites are increasingly adopted as a strengthening technique for existing masonry structures. Among the different fibers that can be employed in the reinforcing open-mesh textiles, which are embedded within cement- and lime-based matrices, glass fibers are gaining popularity due to their low price and promising performances observed so far. However, the stress redistribution between the glass fiber filaments within the textile is often uneven, which strongly affects the performance of the FRCM when subjected to external forces. In this paper, the stress redistribution between the glass fiber filaments is studied on the basis of tensile tests on a glass fiber textile left bare and impregnated with organic and inorganic matrices. The parameters studied are the fiber textile tensile strength and elastic modulus. Different systems, including the digital image correlation (DIC) technique, were employed to measure the specimen tensile strain. The results obtained shed light on the tensile strength of the glass textile, which is a key parameter in the design of glass FRCM strengthening.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

520-527

Citation:

Online since:

August 2019

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2019 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] F. Bencardino, C. Carloni, A. Condello, F. Focacci, A. Napoli, R. Realfonzo, Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas, Compos. Part B 148 (2018) 132-148.

DOI: 10.1016/j.compositesb.2018.04.051

Google Scholar

[2] T. D'Antino, F.G. Carozzi, P. Colombi, C. Poggi, Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites, Compos. Struct. 202 (2018) 881-896.

DOI: 10.1016/j.compstruct.2018.04.054

Google Scholar

[3] G. de Felice, S. De Santis, L. Garmendia, B. Ghiassi, P. Larrinaga, P.B. Lourenco, et al., Mortar-based systems for externally bonded strengthening of masonry, Mater. Struct. 47 (2014) 2021-2037.

DOI: 10.1617/s11527-014-0360-1

Google Scholar

[4] ACI 549.4R-13, Guide to Design and construction of externally bonded fabric-reinforced cementitious matrix (FRCM) systems for repair and strengthening concrete and masonry structures, Farmington Hills, MI, American Concrete Institute, (2013).

DOI: 10.1016/j.prostr.2018.11.027

Google Scholar

[5] CNR-DT 215, Istruzioni per la Progettazione, l'Esecuzione ed il Controllo di Interventi di Consolidamento Statico mediante l'utilizzo di Compositi Fibrorinforzati a matrice inorganica, Rome, Italy, Italian National Research Council, (2019).

Google Scholar

[6] F. Focacci, T. D'Antino, C. Carloni, L.H. Sneed, C. Pellegrino, An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints, Mater. Design 128 (2017) 206-217.

DOI: 10.1016/j.matdes.2017.04.038

Google Scholar

[7] C. Carloni, D.A. Bournas, F.G. Carozzi, T. D'Antino, G. Fava, F. Focacci, et al., Fiber reinforced composites with cementitious (inorganic) matrix, In: Design procedures for the use of composites in strengthening of reinforced concrete structures. A state of the art report of the RILEM TC 234-DUC, Springer, (2015).

DOI: 10.1007/978-94-017-7336-2_9

Google Scholar

[8] F.G. Carozzi, C. Poggi, Mechanical properties and debonding strength of Fabric Reinforced Cementitious Matrix (FRCM) systems for masonry strengthening, Compos. Part B 70 (2015) 215-230.

DOI: 10.1016/j.compositesb.2014.10.056

Google Scholar

[9] T. D'Antino, C. Papanicolaou, Comparison between different tensile test set-ups for the mechanical characterization of inorganic-matrix composites, Constr. Build. Mater 171 (2018) 140-151.

DOI: 10.1016/j.conbuildmat.2018.03.041

Google Scholar

[10] M. Leone, M.A. Aiello, A. Balsamo, F.G. Carozzi, F. Ceroni, M. Corradi, M. Gams, et al., Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate, Compos. Part B 127 (2017) 196-214.

DOI: 10.1016/j.compositesb.2017.06.028

Google Scholar

[11] TCS, TCS GLASS R220AR Technical Sheet, May 2018, rev 1.

Google Scholar

[12] TCS, ELAN-TECH MC256/W256 Technical Sheet, May 2018, rev. 1.

Google Scholar

[13] F.G. Carozzi, C. Poggi, E. Bertolesi, G. Milani, Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation, Compos. Struct. 187 (2018) 466-480.

DOI: 10.1016/j.compstruct.2017.12.075

Google Scholar

[14] ASTM D7565/D7565M, Standard Test Method for Determining Tensile Properties of Fiber Reinforced Polymer Matrix Composites Used for Strengthening of Civil Structures, West Conshohocken, Pennsylvania, ASTM International, (2017).

DOI: 10.1520/d7565_d7565m

Google Scholar