Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 9, No. 31 (2015)

Inter-laminar shear stress in hybrid CFRP/austenitic steel

Author and affiliation details
DOI
10.3221/IGF-ESIS.31.06
Pages
pages 67-79
Published

Abstract

Bolted joints are the most common solution for joining composite components in aerospace structures. Critical structures such as wing to fuselage joints, or flight control surface fittings use bolted joining techniques. Recent research concluded that higher bearing strengths in composite bolted joints can be achieved by a CFRP/ Titanium hybrid lay-up in the vicinity of the bolted joint. The high costs of titanium motivate a similar research with the more cost competitive austenitic steel. An experimental program was performed in order to compare the apparent inter-laminar shear stress (ILSS) of a CFRP reference beam with the ILSS of hybrid CFRP/Steel beams utilizing different surface treatments in the metallic ply. The apparent ILSS was determined by short beam test, a three-point bending test. Finite element models using cohesive elements in the CFRP/Steel interface were built to simulate the short beam test in the reference beam and in the highest interlaminar shear stress hybrid beam. The main parameters for a FEM simulation of inter laminar shear are the cohesive elements damage model and appropriate value for the critical energy release rate. The results show that hybrid CFRP/Steel have a maximum ILSS very similar to the ILSS of the reference beam. Hybrid CFRP/Steel is a competitive solution when compared with the reference beam ILSS. FEM models were able to predict the maximum ILSS in each type of beam.

Keywords

How to cite

APA

Lopes, J., Freitas, M., Stefaniak, D., & Camanho, P. (2014). Inter-laminar shear stress in hybrid CFRP/austenitic steel. Fracture and Structural Integrity, 9(31), pages 67–79. https://doi.org/10.3221/IGF-ESIS.31.06

IEEE

J. Lopes, M. Freitas, D. Stefaniak, and P. Camanho, “Inter-laminar shear stress in hybrid CFRP/austenitic steel,” Fracture and Structural Integrity, vol. 9, no. 31, pp. pages 67–79, 2014, doi: 10.3221/IGF-ESIS.31.06.

MLA

Lopes, J., et al. “Inter-laminar shear stress in hybrid CFRP/austenitic steel.” Fracture and Structural Integrity, vol. 9, no. 31, 2014, pp. pages 67–79. https://doi.org/10.3221/IGF-ESIS.31.06.

Chicago

Lopes, J., M. Freitas, D. Stefaniak, and P.P. Camanho. 2014. “Inter-laminar shear stress in hybrid CFRP/austenitic steel.” Fracture and Structural Integrity 9 (31): pages 67–79. https://doi.org/10.3221/IGF-ESIS.31.06.

Harvard

Lopes, J., Freitas, M., Stefaniak, D. and Camanho, P. (2014) ‘Inter-laminar shear stress in hybrid CFRP/austenitic steel’, Fracture and Structural Integrity, 9(31), pp. pages 67–79. doi: 10.3221/IGF-ESIS.31.06.

Vancouver

Lopes J, Freitas M, Stefaniak D, Camanho P. Inter-laminar shear stress in hybrid CFRP/austenitic steel. Fracture and Structural Integrity. 2014;9(31):pages 67-79. doi:10.3221/IGF-ESIS.31.06

BibTeX

@article{lopes2014, author = {Lopes, J. and Freitas, M. and Stefaniak, D. and Camanho, P.P.}, title = {Inter-laminar shear stress in hybrid CFRP/austenitic steel}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {9}, number = {31}, pages = {pages 67--79}, doi = {10.3221/IGF-ESIS.31.06}, url = {https://doi.org/10.3221/IGF-ESIS.31.06}, issn = {1971-8993} }

RIS

TY - JOUR AU - Lopes, J. AU - Freitas, M. AU - Stefaniak, D. AU - Camanho, P.P. TI - Inter-laminar shear stress in hybrid CFRP/austenitic steel JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/12/17 VL - 9 IS - 31 SP - pages 67 EP - 79 DO - 10.3221/IGF-ESIS.31.06 UR - https://doi.org/10.3221/IGF-ESIS.31.06 SN - 1971-8993 ER -

Licence

Copyright © 2014 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles