Finite element analysis of composite sandwich beams in 3-point bend test
This project reports the findings of using ANSYS as the Finite Element Analysis (FEA) software in simulating isotropic unifoam beams and composite sandwich beams subjected to a 3-Point Bend Test. The version of ANSYS used was ANSYS 2022 R2 (Student) which has a limitation of 32,000 nodes. The...
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Format: | Final Year Project |
Language: | English |
Published: |
Nanyang Technological University
2023
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Online Access: | https://hdl.handle.net/10356/168443 |
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Institution: | Nanyang Technological University |
Language: | English |
Summary: | This project reports the findings of using ANSYS as the Finite Element Analysis
(FEA) software in simulating isotropic unifoam beams and composite sandwich beams
subjected to a 3-Point Bend Test. The version of ANSYS used was ANSYS 2022 R2
(Student) which has a limitation of 32,000 nodes.
The first part of the report consists of a literature review on the fundamental set-ups
and equations of a 3-Point Bend Test, isotropic foam-like materials and composite
sandwich beams. A review on past research was done and the results from a previous
Final Year Project by Bryan Wee served as a benchmark for the analysis of the
obtained FEA results in this report.
The second part of the report outlines the modelling methods and various boundary
conditions applied to the simulation were also stated in this section. for the 3-point
bend test set-up and specimen beams used in Bryan Wee’s project. Bryan Wee’s
project included a physical 3-point bend test and consists of 4 test specimens which
include both isotropic foam-like beams and composite sandwich beams.
The last part of the report shows the compiled results of the FEA simulations and a
comparison with experimental results obtained by Bryan Wee. The FEA results for
isotropic foam-like beams were favourable whereas the results for composite sandwich
beams were lacking, suggesting that the modelling methods used in the report were
effective but the material properties of composite sandwich beams used were not
sufficient. |
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