A modified DCB sandwich specimen for measuring mixed-mode cohesive laws

2008 ◽  
Vol 75 (8) ◽  
pp. 2514-2530 ◽  
Author(s):  
Christian Lundsgaard-Larsen ◽  
Bent F. Sørensen ◽  
Christian Berggreen ◽  
Rasmus C. Østergaard
2006 ◽  
Vol 73 (17) ◽  
pp. 2642-2661 ◽  
Author(s):  
Bent F. Sørensen ◽  
Peter Kirkegaard
Keyword(s):  

Author(s):  
Ulf Stigh

In the present paper, we study delamination of a carbon fibre reinforced composite at a small length scale, i.e. without consideration of crack bridging. The study is performed within the framework of cohesive modelling. We propose methods based on the applications of the path independent J-integral to measure the cohesive law for delamination. With a DCB-specimen, the cohesive law corresponding to mode I loading is measured and with an ENF-specimen, the law corresponding to mode II loading is measured. These laws are used to calibrate a mixed-mode cohesive law. It is argued that the most important parameters of a cohesive law are the ability to provide the correct fracture energy and strength. The cohesive law is developed using a minimum of adjustable parameters to provide a transparent calibration process.


Materials ◽  
2021 ◽  
Vol 14 (2) ◽  
pp. 374
Author(s):  
Jorge Oliveira ◽  
José Xavier ◽  
Fábio Pereira ◽  
José Morais ◽  
Marcelo de Moura

Governing cohesive laws in mixed mode I+II loading of Pinus pinaster Ait. are directly identified by coupling the mixed mode bending test with full-field displacements measured at the crack tip by Digital Image Correlation (DIC). A sequence of mixed mode ratios is studied. The proposed data reduction relies on: (i) the compliance-based beam method for evaluating strain energy release rate; (ii) the local measurement of displacements to compute the crack tip opening displacement; and (iii) an uncoupled approach for the reconstruction of the cohesive laws and its mode I and mode II components. Quantitative parameters are extracted from the set of cohesive laws components in function of the global phase angle. Linear functions were adjusted to reflect the observed trends and the pure modes (I and II) fracture parameters were estimated by extrapolation. Results show that the obtained assessments agree with previous experimental measurements addressing pure modes (I and II) loadings on this wood species, which reveals the appropriateness of the proposed methodology to evaluate the cohesive law under mixed mode loading and its components.


2010 ◽  
Vol 636-637 ◽  
pp. 233-238 ◽  
Author(s):  
Raul D.S.G. Campilho ◽  
Marcelo F.S.F. de Moura ◽  
A.M.G. Pinto ◽  
Dimitra A. Ramantani ◽  
J.J.L. Morais ◽  
...  

This work reports on the experimental and numerical study of the bending behaviour of two-dimensional adhesively-bonded scarf repairs of carbon-epoxy laminates, bonded with the ductile adhesive Araldite 2015®. Scarf angles varying from 2 to 45º were tested. The experimental work performed was used to validate a numerical Finite Element analysis using ABAQUS® and a methodology developed by the authors to predict the strength of bonded assemblies. This methodology consists on replacing the adhesive layer by cohesive elements, including mixed-mode criteria to deal with the mixed-mode behaviour usually observed in structures. Trapezoidal laws in pure modes I and II were used to account for the ductility of the adhesive used. The cohesive laws in pure modes I and II were determined with Double Cantilever Beam and End-Notched Flexure tests, respectively, using an inverse method. Since in the experiments interlaminar and transverse intralaminar failures of the carbon-epoxy components also occurred in some regions, cohesive laws to simulate these failure modes were also obtained experimentally with a similar procedure. A good correlation with the experiments was found on the elastic stiffness, maximum load and failure mode of the repairs, showing that this methodology simulates accurately the mechanical behaviour of bonded assemblies.


2009 ◽  
Vol 69 (3-4) ◽  
pp. 445-456 ◽  
Author(s):  
Bent F. Sørensen ◽  
Torben K. Jacobsen

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