Failure Analysis of Beam Composite Elements Subjected to Three-Point Bending Using Advanced Numerical Damage Models-Reference-Cited by-同舟云学术

Failure Analysis of Beam Composite Elements Subjected to Three-Point Bending Using Advanced Numerical Damage Models

Published:2023-02-15 Issue:1 Volume:17 Page:133-144
ISSN:2300-5319
Container-title:Acta Mechanica et Automatica
language:en
Short-container-title:

Author:

Różyło Patryk¹^ORCID

Affiliation:

1. Faculty of Mechanical Engineering, Department of Machine Design and Mechatronics , Lublin University of Technology , ul. Nadbystrzycka 36, 20-618 Lublin , Poland

Abstract

Abstract This paper deals with the experimental and numerical analysis of three-point bending phenomenon on beam composite profiles. Flat rectangular test specimens made of carbon–epoxy composite, characterised by symmetric [0/90/0/90]s laminate ply lay-up, were used in this study. Experimental testing was carried out with a COMETECH universal testing machine, using special three-point bending heads. In addition, macroscopic evaluation was performed experimentally using a KEYENCE Digital Microscope with a mobile head recording real-time images. Parallel to the experimental studies, numerical simulations were performed using the finite element method in ABAQUS software. The application of the above-mentioned interdisciplinary research techniques allowed for a thorough analysis of the phenomenon of failure of the composite material subjected to bending. The obtained research results provided a better understanding of the failure mechanism of the composite material.

Publisher

Walter de Gruyter GmbH

Subject

Mechanical Engineering,Control and Systems Engineering

Link

https://www.sciendo.com/pdf/10.2478/ama-2023-0015

Reference78 articles.

1. 1. Fascetti A, Feo L, Nistic N, Penna R. Web-flange behavior of pultruded GFRP I beams: a lattice model for the interpretation of experimental results. Composites Part B Eng, 2016;100:257-269.10.1016/j.compositesb.2016.06.058

2. 2. Berardi VP, Perrella M, Feo L, Cricrì G. Creep behavior of GFRP laminates and their phases: experimental investigation and analytical modeling. Composites Part B Eng, 2017;122:136-144.10.1016/j.compositesb.2017.04.015

3. 3. Kubiak T, Kolakowski Z, Swiniarski J, Urbaniak M, Gliszczynski A. Local buckling and post-buckling of composite channel-section beams – numerical and experimental investigations. Composites Part B Eng, 2016;91:176-188.10.1016/j.compositesb.2016.01.053

4. 4. Rozylo P. Experimental-numerical study into the stability and failure of compressed thin-walled composite profiles using progressive failure analysis and cohesive zone model. Composite Structures, 2021;257:113303.10.1016/j.compstruct.2020.113303

5. 5. Debski H, Rozylo P, Teter A. Buckling and limit states of thin-walled composite columns under eccentric load. Thin-Walled Structures, 2020;149:106627.10.1016/j.tws.2020.106627

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