A study of the adhesive joints and crack propagation using a global-local finite element method.pdf
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A study of the adhesive joints and crack propagation using a global-local finite element method
American Institute of Aeronautics and Astronautics
1
A Study of the Adhesive Joints and Crack Propagation Using
a Global-local Finite Element Method
Mohammad M. Islam1,2 and Rakesh K. Kapania3
Virginia Polytechnic Institute and State University, Blacksburg, Virginia, 24061
Accurately capturing the stress distribution in an adhesive joint requires discretizing the
adhesive layer with a very fine finite element mesh. Since such a simulation requires high
Computational Processing Unit (CPU) time, researchers are looking for alternative methods
to simulate adhesive joints for saving the CPU time. Another high CPU requiring study is
the evaluation of delamination growth in adhesive joints and crack propagation in brittle
materials using cohesive zone modeling along with the very fine finite element mesh for the
bulk material. To reduce these computational times, a possible alternative is to use a global-
local finite element method. Therefore, both the crack propagation and the characteristics of
adhesive joints were studied using a global-local finite element method. Three cases were
studied using the proposed global-local finite element method: a) an adhesively bonded
Double Cantilever Beam (DCB), b) an adhesive lap joint, and c) a three-point bending test
specimen. Using global-local methods, in a crack propagation problem of an adhesively
bonded DCB, more than 80% data storage space and more than 65% CPU time requirement
could be saved. In the adhesive lap joints, around 70% data storage space and 70% CPU
time requirement could be saved using the global-local method. For the three-point bending
test specimen case, more than 90% for both data storage space and CPU time requirement
could be saved using the global-local method.
Nomenclature
? = penalty constant with a large magnitude
δ = separation
δc = critical separation in single mode of fracutre
δm = maximum separation in single mode of fracture
δnn,ss,tt = separation along the local
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