Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations

An important failure mode in sandwich structures is the debonding between the core and facesheet, which can destroy the load capacity of the structure. This work addressed the critical interfacial modes and studied the effects of thickness variation of the core material. The single cantilever beam g...

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Main Authors: Ali A Saeid, Steven L Donaldson
Format: Article
Language:English
Published: SAGE Publishing 2016-09-01
Series:Advances in Mechanical Engineering
Online Access:https://doi.org/10.1177/1687814016667418
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spelling doaj-dc566df483324126916229aa281fb0612020-11-25T01:27:33ZengSAGE PublishingAdvances in Mechanical Engineering1687-81402016-09-01810.1177/1687814016667418Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variationsAli A Saeid0Steven L Donaldson1Department of Mechanical and Aerospace Engineering, School of Engineering, University of Dayton, Dayton, OH, USADepartment of Civil & Environmental Engineering & Engineering Mechanics, School of Engineering, University of Dayton, Dayton, OH, USAAn important failure mode in sandwich structures is the debonding between the core and facesheet, which can destroy the load capacity of the structure. This work addressed the critical interfacial modes and studied the effects of thickness variation of the core material. The single cantilever beam geometry is utilized for conducting experiments after optimizing the thicknesses of the core and facesheet by minimizing the difference in the bending stiffness matrix between the upper facesheet and the lower facesheet/core combination. Two different core material thicknesses were tested. The experimental results showed that the critical energy release rate could be influenced by core thickness variations. Furthermore, the cohesive zone method and elastic–plastic core material model in conjunction with fracture criteria were used to model the entire structure failure response. The validation results predicted load–extension curves in agreement with actual tests for both single cantilever beam geometry specimens. The model also had the ability to predict the crack initiation in the core materials which occurred under the interface zone as in the actual test. In addition, the mixed-mode ratios through the interface area were analyzed as function of crack length to assess its influence on both single cantilever beam thickness specimens.https://doi.org/10.1177/1687814016667418
collection DOAJ
language English
format Article
sources DOAJ
author Ali A Saeid
Steven L Donaldson
spellingShingle Ali A Saeid
Steven L Donaldson
Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations
Advances in Mechanical Engineering
author_facet Ali A Saeid
Steven L Donaldson
author_sort Ali A Saeid
title Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations
title_short Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations
title_full Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations
title_fullStr Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations
title_full_unstemmed Experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations
title_sort experimental and finite element evaluations of debonding in composite sandwich structure with core thickness variations
publisher SAGE Publishing
series Advances in Mechanical Engineering
issn 1687-8140
publishDate 2016-09-01
description An important failure mode in sandwich structures is the debonding between the core and facesheet, which can destroy the load capacity of the structure. This work addressed the critical interfacial modes and studied the effects of thickness variation of the core material. The single cantilever beam geometry is utilized for conducting experiments after optimizing the thicknesses of the core and facesheet by minimizing the difference in the bending stiffness matrix between the upper facesheet and the lower facesheet/core combination. Two different core material thicknesses were tested. The experimental results showed that the critical energy release rate could be influenced by core thickness variations. Furthermore, the cohesive zone method and elastic–plastic core material model in conjunction with fracture criteria were used to model the entire structure failure response. The validation results predicted load–extension curves in agreement with actual tests for both single cantilever beam geometry specimens. The model also had the ability to predict the crack initiation in the core materials which occurred under the interface zone as in the actual test. In addition, the mixed-mode ratios through the interface area were analyzed as function of crack length to assess its influence on both single cantilever beam thickness specimens.
url https://doi.org/10.1177/1687814016667418
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AT stevenldonaldson experimentalandfiniteelementevaluationsofdebondingincompositesandwichstructurewithcorethicknessvariations
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