NUMERICAL FAILURE ANALYSIS OF SANDWICH COMPOSITE T-JOINTS WITH SEPARATED AND INTEGRATED CLEAT
In aviation, sandwich composites are often found in T-joints, where one of the strengthening methods involves cleats. Several numerical and experimental studies have been carried out regarding the effect of the use of cleats on the improvement and failures that occur in structures. Numerically, T...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/67196 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | In aviation, sandwich composites are often found in T-joints, where one of the
strengthening methods involves cleats. Several numerical and experimental studies
have been carried out regarding the effect of the use of cleats on the improvement and
failures that occur in structures. Numerically, T-joint modeling can be simulated in 3D
and 2D models. This research simulates two constitutive models for T-joint simulation
under quasi-static tensile load using the commercial finite element application,
Abaqus/Standard (v6.17-1). First, material properties were calibrated and then
implemented in T-joint simulation with two types of T-joints with different
configurations of cleat types, the separated cleat, and the integrated cleat T-joint
models. The separated cleat T-joint was modeled in 3D, while the integrated T-joint
cleat was modeled in 2D with the assumption of plane stress. An additional simulation,
a parametric study, was conducted to determine the effect of certain parameter
properties on the 2D integrated cleat T-joint structure.
Based on the calibration results, the core material was modeled with isotropic plasticity
and calibrated damage parameter value. While the calibrated cohesive results in proper
cohesive strength for both models. The 3D separated cleat T-joint model was in very
good agreement with the experimental results regarding damage modes and location.
While the simulation results from the 2D model are accurate enough to predict the
mode and location of failure but are still overestimated with a failure load error of 6.2%.
The 3D separated cleat and the 2D integrated cleat T-joint model failed in the form of
fiber/fiber delamination between the cleats and the horizontal panel. However, in the
integrated cleats, the failure is initiated from fiber/filler delamination and ends with
failure in the vertical core panel. Furthermore, the results of parametric studies in the
2D integrated cleat T-joint model show that the effect of changes in core stiffness
parameter values and adhesive strength is not linear to the failure load.
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