Loading…
On the coupling of rectilinear shear and stretching in a slab made of incompressible elastic neo-Hookean materials: analytic formulation and finite element validation
In this paper, a novel concept test is proposed in order to characterize multi-axial behavior of elastomeric materials. It consists to coupling the deformations of rectilinear shear and of axial-stretching, to this end; a testing protocol is conceived and analyzed. As result, the constitutive equati...
Saved in:
Published in: | Meccanica (Milan) 2023-08, Vol.58 (8), p.1657-1669 |
---|---|
Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c319t-72f053c14e8a3116d3558f790a45ed631cd8591a7c629ae5ede4b9439c2707c33 |
---|---|
cites | cdi_FETCH-LOGICAL-c319t-72f053c14e8a3116d3558f790a45ed631cd8591a7c629ae5ede4b9439c2707c33 |
container_end_page | 1669 |
container_issue | 8 |
container_start_page | 1657 |
container_title | Meccanica (Milan) |
container_volume | 58 |
creator | Bechir, Hocine Djema, Amar Yaya, Kamel Methia, Mounir |
description | In this paper, a novel concept test is proposed in order to characterize multi-axial behavior of elastomeric materials. It consists to coupling the deformations of rectilinear shear and of axial-stretching, to this end; a testing protocol is conceived and analyzed. As result, the constitutive equation depends on both the stretching-direction, i.e. Θ and magnitude of displacement, i.e. γ prescribed on the sample edge. Using simplifying assumptions, the system of equilibrium equations is transformed into an ordinary differential equation (ODE) of the third order. In order to obtain the displacement field, the ODE is solved on the basis of novel boundary conditions. Besides, this new testing is studied by Finite element method (FEM). At large strains, i.e. γ ≥ 0.5 and
Θ
∈
0
,
π
/
2
; we have shown that, the analytic predictions of the displacement field are consistent with FE-simulation results. Thereby, the experimental data arising from this novel-shear test could be used for both parameter identification and/or validation of hyperelastic models. |
doi_str_mv | 10.1007/s11012-023-01671-4 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2858381870</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2858381870</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-72f053c14e8a3116d3558f790a45ed631cd8591a7c629ae5ede4b9439c2707c33</originalsourceid><addsrcrecordid>eNp9kc1OAyEYRYnRxPrzAq5IXKP8DMOMO2PUmpi40TWhzDctdQYqUBNfyOeUaU3cuYHAd86F5CJ0wegVo1RdJ8Yo44RyQSirFSPVAZoxqThp66o5RDNKuSR1JeUxOklpTWnRqJyh7xeP8wqwDdvN4PwShx5HsNmVA5iI02paje9wyhGyXU2M89jgNJgFHk0Hk-K8DeMmQkpuMQCGwaTsLPYQyDyEdzC-oBmiM0O6KXFm-JrmfYjjdjDZBb97o3fe5UmHEXzGn2Zw3W56ho76osL5736K3h7uX-_m5Pnl8enu9plYwdpMFO-pFJZV0BjBWN0JKZtetdRUErpaMNs1smVG2Zq3BsodVIu2Eq3liiorxCm63OduYvjYQsp6HbaxfDdp3shGNKxRtFB8T9kYUorQ6010o4lfmlE99aH3fejSh971oasiib2UCuyXEP-i_7F-AJzykJ0</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2858381870</pqid></control><display><type>article</type><title>On the coupling of rectilinear shear and stretching in a slab made of incompressible elastic neo-Hookean materials: analytic formulation and finite element validation</title><source>Springer Nature</source><creator>Bechir, Hocine ; Djema, Amar ; Yaya, Kamel ; Methia, Mounir</creator><creatorcontrib>Bechir, Hocine ; Djema, Amar ; Yaya, Kamel ; Methia, Mounir</creatorcontrib><description>In this paper, a novel concept test is proposed in order to characterize multi-axial behavior of elastomeric materials. It consists to coupling the deformations of rectilinear shear and of axial-stretching, to this end; a testing protocol is conceived and analyzed. As result, the constitutive equation depends on both the stretching-direction, i.e. Θ and magnitude of displacement, i.e. γ prescribed on the sample edge. Using simplifying assumptions, the system of equilibrium equations is transformed into an ordinary differential equation (ODE) of the third order. In order to obtain the displacement field, the ODE is solved on the basis of novel boundary conditions. Besides, this new testing is studied by Finite element method (FEM). At large strains, i.e. γ ≥ 0.5 and
Θ
∈
0
,
π
/
2
; we have shown that, the analytic predictions of the displacement field are consistent with FE-simulation results. Thereby, the experimental data arising from this novel-shear test could be used for both parameter identification and/or validation of hyperelastic models.</description><identifier>ISSN: 0025-6455</identifier><identifier>EISSN: 1572-9648</identifier><identifier>DOI: 10.1007/s11012-023-01671-4</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Automotive Engineering ; Boundary conditions ; Civil Engineering ; Classical Mechanics ; Constitutive equations ; Constitutive relationships ; Coupling ; Differential equations ; Elastic analysis ; Elastomers ; Engineering ; Equilibrium equations ; Finite element method ; Mechanical Engineering ; Ordinary differential equations ; Parameter identification ; Shear tests ; Stretching ; Test procedures</subject><ispartof>Meccanica (Milan), 2023-08, Vol.58 (8), p.1657-1669</ispartof><rights>Springer Nature B.V. 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-72f053c14e8a3116d3558f790a45ed631cd8591a7c629ae5ede4b9439c2707c33</citedby><cites>FETCH-LOGICAL-c319t-72f053c14e8a3116d3558f790a45ed631cd8591a7c629ae5ede4b9439c2707c33</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Bechir, Hocine</creatorcontrib><creatorcontrib>Djema, Amar</creatorcontrib><creatorcontrib>Yaya, Kamel</creatorcontrib><creatorcontrib>Methia, Mounir</creatorcontrib><title>On the coupling of rectilinear shear and stretching in a slab made of incompressible elastic neo-Hookean materials: analytic formulation and finite element validation</title><title>Meccanica (Milan)</title><addtitle>Meccanica</addtitle><description>In this paper, a novel concept test is proposed in order to characterize multi-axial behavior of elastomeric materials. It consists to coupling the deformations of rectilinear shear and of axial-stretching, to this end; a testing protocol is conceived and analyzed. As result, the constitutive equation depends on both the stretching-direction, i.e. Θ and magnitude of displacement, i.e. γ prescribed on the sample edge. Using simplifying assumptions, the system of equilibrium equations is transformed into an ordinary differential equation (ODE) of the third order. In order to obtain the displacement field, the ODE is solved on the basis of novel boundary conditions. Besides, this new testing is studied by Finite element method (FEM). At large strains, i.e. γ ≥ 0.5 and
Θ
∈
0
,
π
/
2
; we have shown that, the analytic predictions of the displacement field are consistent with FE-simulation results. Thereby, the experimental data arising from this novel-shear test could be used for both parameter identification and/or validation of hyperelastic models.</description><subject>Automotive Engineering</subject><subject>Boundary conditions</subject><subject>Civil Engineering</subject><subject>Classical Mechanics</subject><subject>Constitutive equations</subject><subject>Constitutive relationships</subject><subject>Coupling</subject><subject>Differential equations</subject><subject>Elastic analysis</subject><subject>Elastomers</subject><subject>Engineering</subject><subject>Equilibrium equations</subject><subject>Finite element method</subject><subject>Mechanical Engineering</subject><subject>Ordinary differential equations</subject><subject>Parameter identification</subject><subject>Shear tests</subject><subject>Stretching</subject><subject>Test procedures</subject><issn>0025-6455</issn><issn>1572-9648</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNp9kc1OAyEYRYnRxPrzAq5IXKP8DMOMO2PUmpi40TWhzDctdQYqUBNfyOeUaU3cuYHAd86F5CJ0wegVo1RdJ8Yo44RyQSirFSPVAZoxqThp66o5RDNKuSR1JeUxOklpTWnRqJyh7xeP8wqwDdvN4PwShx5HsNmVA5iI02paje9wyhGyXU2M89jgNJgFHk0Hk-K8DeMmQkpuMQCGwaTsLPYQyDyEdzC-oBmiM0O6KXFm-JrmfYjjdjDZBb97o3fe5UmHEXzGn2Zw3W56ho76osL5736K3h7uX-_m5Pnl8enu9plYwdpMFO-pFJZV0BjBWN0JKZtetdRUErpaMNs1smVG2Zq3BsodVIu2Eq3liiorxCm63OduYvjYQsp6HbaxfDdp3shGNKxRtFB8T9kYUorQ6010o4lfmlE99aH3fejSh971oasiib2UCuyXEP-i_7F-AJzykJ0</recordid><startdate>20230801</startdate><enddate>20230801</enddate><creator>Bechir, Hocine</creator><creator>Djema, Amar</creator><creator>Yaya, Kamel</creator><creator>Methia, Mounir</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20230801</creationdate><title>On the coupling of rectilinear shear and stretching in a slab made of incompressible elastic neo-Hookean materials: analytic formulation and finite element validation</title><author>Bechir, Hocine ; Djema, Amar ; Yaya, Kamel ; Methia, Mounir</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-72f053c14e8a3116d3558f790a45ed631cd8591a7c629ae5ede4b9439c2707c33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Automotive Engineering</topic><topic>Boundary conditions</topic><topic>Civil Engineering</topic><topic>Classical Mechanics</topic><topic>Constitutive equations</topic><topic>Constitutive relationships</topic><topic>Coupling</topic><topic>Differential equations</topic><topic>Elastic analysis</topic><topic>Elastomers</topic><topic>Engineering</topic><topic>Equilibrium equations</topic><topic>Finite element method</topic><topic>Mechanical Engineering</topic><topic>Ordinary differential equations</topic><topic>Parameter identification</topic><topic>Shear tests</topic><topic>Stretching</topic><topic>Test procedures</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bechir, Hocine</creatorcontrib><creatorcontrib>Djema, Amar</creatorcontrib><creatorcontrib>Yaya, Kamel</creatorcontrib><creatorcontrib>Methia, Mounir</creatorcontrib><collection>CrossRef</collection><jtitle>Meccanica (Milan)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bechir, Hocine</au><au>Djema, Amar</au><au>Yaya, Kamel</au><au>Methia, Mounir</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>On the coupling of rectilinear shear and stretching in a slab made of incompressible elastic neo-Hookean materials: analytic formulation and finite element validation</atitle><jtitle>Meccanica (Milan)</jtitle><stitle>Meccanica</stitle><date>2023-08-01</date><risdate>2023</risdate><volume>58</volume><issue>8</issue><spage>1657</spage><epage>1669</epage><pages>1657-1669</pages><issn>0025-6455</issn><eissn>1572-9648</eissn><abstract>In this paper, a novel concept test is proposed in order to characterize multi-axial behavior of elastomeric materials. It consists to coupling the deformations of rectilinear shear and of axial-stretching, to this end; a testing protocol is conceived and analyzed. As result, the constitutive equation depends on both the stretching-direction, i.e. Θ and magnitude of displacement, i.e. γ prescribed on the sample edge. Using simplifying assumptions, the system of equilibrium equations is transformed into an ordinary differential equation (ODE) of the third order. In order to obtain the displacement field, the ODE is solved on the basis of novel boundary conditions. Besides, this new testing is studied by Finite element method (FEM). At large strains, i.e. γ ≥ 0.5 and
Θ
∈
0
,
π
/
2
; we have shown that, the analytic predictions of the displacement field are consistent with FE-simulation results. Thereby, the experimental data arising from this novel-shear test could be used for both parameter identification and/or validation of hyperelastic models.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s11012-023-01671-4</doi><tpages>13</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0025-6455 |
ispartof | Meccanica (Milan), 2023-08, Vol.58 (8), p.1657-1669 |
issn | 0025-6455 1572-9648 |
language | eng |
recordid | cdi_proquest_journals_2858381870 |
source | Springer Nature |
subjects | Automotive Engineering Boundary conditions Civil Engineering Classical Mechanics Constitutive equations Constitutive relationships Coupling Differential equations Elastic analysis Elastomers Engineering Equilibrium equations Finite element method Mechanical Engineering Ordinary differential equations Parameter identification Shear tests Stretching Test procedures |
title | On the coupling of rectilinear shear and stretching in a slab made of incompressible elastic neo-Hookean materials: analytic formulation and finite element validation |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-26T04%3A54%3A44IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=On%20the%20coupling%20of%20rectilinear%20shear%20and%20stretching%20in%20a%20slab%20made%20of%20incompressible%20elastic%20neo-Hookean%20materials:%20analytic%20formulation%20and%20finite%20element%20validation&rft.jtitle=Meccanica%20(Milan)&rft.au=Bechir,%20Hocine&rft.date=2023-08-01&rft.volume=58&rft.issue=8&rft.spage=1657&rft.epage=1669&rft.pages=1657-1669&rft.issn=0025-6455&rft.eissn=1572-9648&rft_id=info:doi/10.1007/s11012-023-01671-4&rft_dat=%3Cproquest_cross%3E2858381870%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c319t-72f053c14e8a3116d3558f790a45ed631cd8591a7c629ae5ede4b9439c2707c33%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2858381870&rft_id=info:pmid/&rfr_iscdi=true |