Cohesive Zone Model for Fracture Characterisation in Composites
Date
2019
Authors
B, Kesava Rao
Journal Title
Journal ISSN
Volume Title
Publisher
National Institute of Technology Karnataka, Surathkal
Abstract
Delamination between plies is the most common mode of failure in composite
laminates, which occurs due to the presence of matrix cracks, free edges and notches.
Prediction of such failure poses a challenging task as it overburdens the computational
resources. Therefore, cohesive zone model (CZM) was introduced for representing
fracture as a material separation across crack surface. In CZM, cracks and other material
discontinuities can be represented using zero thickness fracture process zone in a finite
element (FE) framework. Hence, it has become one of the most powerful computational
models in predicting the crack initiation and propagation in composites. Further to
improve the efficiency of the model, metamodel techniques were introduced to capture
the delamination strength of composites. Nevertheless, most of the metamodels are
inefficient for highly nonlinear problems and sometimes insensitive to the parameters.
Therefore, in this work, a novel CZM is developed based on high dimensional
model representation (HDMR) to evaluate the fracture behavior of composites under
different mode conditions. The proposed methodology involves the development of
CZM using HDMR, implementation of traction-separation laws in FE model using a
user-defined subroutine in Abaqus, and minimisation of error using optimisation
techniques. An attempt has been made to reduce the computational effort in accurately
capturing the delamination strength.
The proposed model is employed for capturing the steady state energy release
rate (ERR) of a double cantilever beam (DCB) under Mode-I loading. The FE models
have been created using HDMR-based response functions. Initially, the CZM is
developed for predicting the delamination strength of 51 mm crack size DCB
specimens, and the model is then used to predict the ERR variations of 76.2 mm crack
size specimens. Subsequently, the numerical results of the developed DCB models are
verified with the available experimental data for unidirectional composites (IM7/977-
3). Then, the efficiency of the proposed model is demonstrated by comparing the results
with second-order nonlinear regression metamodels.
Further, the proposed methodology is extended to assess mixed-mode (MM)
failure behavior of the adhesive joints. As a part of experimental study, the composite
single leg bending (SLB) specimens are manufactured by using unidirectional carbonfiber reinforced material and epoxy resin, and the tests are conducted in TINUS testing
machine as per ASTM D790 under the influence of pure mode dominant conditions in
order to obtain the cohesive parameters. Optimization techniques are used to minimize
the error between the simulation and experimental values. The MM–CZM is then
established and implemented in the SLB joint under various mode mixities for
analysing the fracture process. Comparison between the numerical and experimental
results shows that the proposed HDMR based approach estimates the failure
mechanism efficiently.
Description
Keywords
Department of Civil Engineering, Cohesive zone model, Finite element analysis, High dimensional model representation, Response surface model, Double cantilever beam, Single leg bending