Go to:
Logótipo
Você está em: Start > Publications > View > On the use of the Combined Loading Compression fixture to estimate the intralaminar compressive fracture toughness of composites
Publication

On the use of the Combined Loading Compression fixture to estimate the intralaminar compressive fracture toughness of composites

Title
On the use of the Combined Loading Compression fixture to estimate the intralaminar compressive fracture toughness of composites
Type
Article in International Scientific Journal
Year
2023
Authors
Dalli, D
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Danzi, F
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Campos, PJS
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Camanho, PP
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Journal
Vol. 289
ISSN: 0013-7944
Publisher: Elsevier
Indexing
Other information
Authenticus ID: P-00Y-SAM
Abstract (EN): This study reassesses the constraint effect provided by a Combined Loading Compression (CLC) fixture on notched specimens used to measure the compressive intralaminar fracture toughness of composite materials. An experimental campaign is carried out to determine whether a variation in the specimen gauge section length would result in a significant change in the nominal strength of Double Edge Notch CLC specimens. Following the testing of six sets of different specimen geometries for both a uni-directional thermoplastic and a bi-directional woven thermoset com-posite, the effect of the gauge length is analysed using the size-effect method. Results show that nominal notched strength variation is minimal, suggesting that the CLC clamp does not effectively constrain the gripped sections against in-plane deformations. This assessment proves that the correction factor used in the determination of the R-curve needs to be computed considering the entire specimen geometry, including the gripped regions. Furthermore, the results reveal that previous characterisation campaigns conducted using end-loaded Double Edge Notch Compres-sion specimens could have led to a significant underestimation of the steady-state fracture toughness.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 11
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same journal

Special issue - Fracture of composite materials - Foreward (2008)
Another Publication in an International Scientific Journal
António Torres Marques; de Morais, AB
Mechanical fatigue of metals (2017)
Another Publication in an International Scientific Journal
Correia, JAFO; Abilio M P De Jesus; Pariente, IF; Belzunce, J; Fernandez Canteli, A
Utilizing a ductile damage criterion for fracture analysis of a dissimilar aluminum/steel joint made by friction stir welding (2022)
Article in International Scientific Journal
Beygi, R; Akhavan Safar, A; Ricardo Carbas; Barbosa, AQ; Marques, EAS; da Silva, LFM
Two-dimensional integrated mixed-mode smeared crack model for simulating FRC structures (2023)
Article in International Scientific Journal
Matos, LMP; Barros, JAO; Ventura Gouveia, A; Rui Calçada
Trefftz boundary element method applied to fracture mechanics (1999)
Article in International Scientific Journal
Domingues, JS; Portela, A; Paulo Tavares de Castro

See all (60)

Recommend this page Top
Copyright 1996-2024 © Faculdade de Arquitectura da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-07-28 at 15:15:38 | Acceptable Use Policy | Data Protection Policy | Complaint Portal