Analysis of CFRP Laminates Properties under Different Layup Structure using Finite Element Analysis

Analysis of CFRP Laminates Properties under Different Layup Structure using Finite Element Analysis

Xinye Liu, Jinhui Cai, Jiusun Zeng, Fang Ye, Wing Chiu

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Abstract. In order to study the effect of the layup structure on the static strength and low-velocity impact strength of carbon fiber/epoxy composite (CFRP) laminates, theoretical simulation analysis under different laying angles have been carried out. In this study, Finite Element Analysis (FEA) models for different CFRP laminate specimens are created using ANSYS Workbench by changing the relative volume fraction of 0°, 45° and 90° plies in each specimen and their relative location. The FEA results revealed that the increase of relative volume of 90° ply will improve the impact the impact resistance performance, while the increase of relative volume of 45° ply will take the opposite effect. Moreover, when the relative volume fraction of 0°, 45° and 90° plies are the same, the strength performance of the laminate cannot be improved by changing the thickness of the outermost layer. The study illustrated the significant effects of different stacking sequences and laying angles on the tensile and flexural failure mechanisms in composite laminates, leading to some suggestions to improve the design of composite laminates.

Keywords
Laminate, Finite Element Analysis, Laying Angle, Stacking Sequences

Published online 2/20/2021, 6 pages
Copyright © 2021 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: Xinye Liu, Jinhui Cai, Jiusun Zeng, Fang Ye, Wing Chiu, Analysis of CFRP Laminates Properties under Different Layup Structure using Finite Element Analysis, Materials Research Proceedings, Vol. 18, pp 249-254, 2021

DOI: https://doi.org/10.21741/9781644901311-30

The article was published as article 30 of the book Structural Health Monitoring

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

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