Strain and shear stress fields analysis by means of Digital Image Correlation on CFRP to brick bonded joints fastened by fiber anchors

Autor: Carmelo Caggegi, Luc Chevalier, Massimo Cuomo, Vincent Pensée
Přispěvatelé: Laboratoire de Modélisation et Simulation Multi Echelle (MSME), Université Paris-Est Marne-la-Vallée (UPEM)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)-Centre National de la Recherche Scientifique (CNRS), Department of Civil Engineering and Architecture, University of Catania, viale A. Doria 6, 95100 Catania, Italy, Centre National de la Recherche Scientifique (CNRS)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)-Université Paris-Est Marne-la-Vallée (UPEM), Università degli studi di Catania = University of Catania (Unict)
Jazyk: angličtina
Rok vydání: 2016
Předmět:
Digital image correlation
Materials science
02 engineering and technology
Stress (mechanics)
[PHYS.MECA.MEMA]Physics [physics]/Mechanics [physics]/Mechanics of materials [physics.class-ph]
[SPI]Engineering Sciences [physics]
0203 mechanical engineering
Debonding
Digital Image Correlation
Shear stress
General Materials Science
Fiber
Composite material
Civil and Structural Engineering
Digital Image Correlations
Brick
business.industry
Fiber anchor
Strain fields
FRP
Stress fields
Building and Construction
Structural engineering
Fibre-reinforced plastic
021001 nanoscience & nanotechnology
020303 mechanical engineering & transports
Fracture (geology)
Direct shear test
[SPI.GCIV.MAT]Engineering Sciences [physics]/Civil Engineering/Matériaux composites et construction
0210 nano-technology
business
Zdroj: Construction and Building Materials
Construction and Building Materials, Elsevier, 2016, 106, pp.78-88. ⟨10.1016/j.conbuildmat.2015.12.089⟩
Construction and Building Materials, 2016, 106, pp.78-88. ⟨10.1016/j.conbuildmat.2015.12.089⟩
ISSN: 0950-0618
DOI: 10.1016/j.conbuildmat.2015.12.089⟩
Popis: International audience; Recent experimental analyses have shown the high performance of the "fiber anchor" applied over FRP to substrate bonded joints to avoid the premature debonding fracture of the reinforcement. In this study, an optical non-destructive measurement method, the Digital Image Correlation, was used to describe the debonding onto the FRP reinforced surface of 36 bricks subjected to Shear Test. A series of samples not-fastened was compared to some series fastened by fiber anchor. The fields data permitted to analyze the stress transfer zone and the effective bond length and to make several considerations about the product stiffness-thickness of the FRP strip.
Databáze: OpenAIRE
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