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HomeKey Engineering MaterialsKey Engineering Materials Vol. 624Digital Image Correlation Analysis of CFRP to...

Digital Image Correlation Analysis of CFRP to Brick Bonded Joints Fastened by Fiber Anchor

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Abstract:

In the framework of the reinforcement of masonry structures by FRP sheets (Fiber Reinforced Polymer), the use of “Fiber Anchor” is an innovative performing solution to increase the peak load and the dissipation capability of the strengthened system. To analyze the performance of this new technology an experimental campaign composed by 36 tests has been conducted. Six series of CFRP to brick bonded joint fastened by different configurations of fiber anchor have been tested. To deeply describe the measure fields, the Digital Image Correlation (DIC) has been used. The strain fields obtained in the series not fastened by anchors have permitted to define the bond stress field and the advancement of the stress transfer zone. The DIC appears as a performing methodology to use in a lot of civil engineering experimental problems.

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Mechanics of Masonry Structures Strengthened with Composite Materials

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Periodical:

Key Engineering Materials (Volume 624)

Pages:

238-245

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.624.238

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Online since:

September 2014

Authors:

Carmelo Caggegi*, Luc Chevalier, Vincent Pensée, Massimo Cuomo

Keywords:

CFRP, Debonding, Digital Image Correlation (DIC), Fiber Anchor, Masonry

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* - Corresponding Author

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