Finite element analysis of bending of open section composite beams

The objective of this Final Year Project is to investigate the bending behaviour of composite I-beams made with Carbon Fibre Reinforced Polymer (CFRP) and Toray T700, focusing on different ply configurations (4-ply and 8-ply) and web heights (40 mm and 60 mm). The study utilizes Finite Element Analy...

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Main Author: Tan, Wee Peng
Other Authors: Chai Gin Boay
Format: Final Year Project (FYP)
Language:English
Published: Nanyang Technological University 2024
Subjects:
Online Access:https://hdl.handle.net/10356/181678
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author Tan, Wee Peng
author2 Chai Gin Boay
author_facet Chai Gin Boay
Tan, Wee Peng
author_sort Tan, Wee Peng
collection NTU
description The objective of this Final Year Project is to investigate the bending behaviour of composite I-beams made with Carbon Fibre Reinforced Polymer (CFRP) and Toray T700, focusing on different ply configurations (4-ply and 8-ply) and web heights (40 mm and 60 mm). The study utilizes Finite Element Analysis (FEA) in ANSYS to simulate the structural response of these I-beams under three-point bending tests. Results indicated that increasing the ply count and web height enhances the load-bearing capacity and reduces deformation, with carbon fibre outperforming Toray T700 due to its superior mechanical properties. The 8-ply, 60 mm web height I-beam configuration exhibited the highest stiffness and minimal deflection, demonstrating its suitability for high-performance applications. The results of this study contributed valuable insights into optimizing composite beam design, contributing to the development of lightweight, efficient, and structurally robust components for aerospace, automotive, and civil engineering industries.
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spelling ntu-10356/1816782024-12-14T16:52:55Z Finite element analysis of bending of open section composite beams Tan, Wee Peng Chai Gin Boay School of Mechanical and Aerospace Engineering MGBCHAI@ntu.edu.sg Engineering The objective of this Final Year Project is to investigate the bending behaviour of composite I-beams made with Carbon Fibre Reinforced Polymer (CFRP) and Toray T700, focusing on different ply configurations (4-ply and 8-ply) and web heights (40 mm and 60 mm). The study utilizes Finite Element Analysis (FEA) in ANSYS to simulate the structural response of these I-beams under three-point bending tests. Results indicated that increasing the ply count and web height enhances the load-bearing capacity and reduces deformation, with carbon fibre outperforming Toray T700 due to its superior mechanical properties. The 8-ply, 60 mm web height I-beam configuration exhibited the highest stiffness and minimal deflection, demonstrating its suitability for high-performance applications. The results of this study contributed valuable insights into optimizing composite beam design, contributing to the development of lightweight, efficient, and structurally robust components for aerospace, automotive, and civil engineering industries. Bachelor's degree 2024-12-13T11:49:01Z 2024-12-13T11:49:01Z 2024 Final Year Project (FYP) Tan, W. P. (2024). Finite element analysis of bending of open section composite beams. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/181678 https://hdl.handle.net/10356/181678 en P-B001 application/pdf Nanyang Technological University
spellingShingle Engineering
Tan, Wee Peng
Finite element analysis of bending of open section composite beams
title Finite element analysis of bending of open section composite beams
title_full Finite element analysis of bending of open section composite beams
title_fullStr Finite element analysis of bending of open section composite beams
title_full_unstemmed Finite element analysis of bending of open section composite beams
title_short Finite element analysis of bending of open section composite beams
title_sort finite element analysis of bending of open section composite beams
topic Engineering
url https://hdl.handle.net/10356/181678
work_keys_str_mv AT tanweepeng finiteelementanalysisofbendingofopensectioncompositebeams