Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM
- Author
- SAPOUNTZAKIS, E. J1 ; TSIPIRAS, V. J1
[1] Institute of Structural Analysis, School of Civil Engineering, National Technical University of Athens, Zografou Campus, 157 80 Athens, Greece - Source
Engineering structures. 2009, Vol 31, Num 5, pp 1190-1203, 14 p ; ref : 27 ref
- CODEN
- ENSTDF
- ISSN
- 0141-0296
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Kidlington
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Author keyword
- Axial restraint Beam Boundary element method Composite bar Elastoplastic Inelastic Plastic Shear stresses Twist Uniform torsion Wagner strain Warping
- Keyword (fr)
- Barre Calcul construction Contrainte axiale Contrainte cisaillement Elastoplasticité Gauchissement Inélasticité Matériau composite Méthode élément frontière Poutre Simulation numérique Torsion
- Keyword (en)
- Bar Structural design Axial stress Shear stress Elastoplasticity Warping Inelasticity Composite material Boundary element method Beam(mechanics) Numerical simulation Torsion
- Keyword (es)
- Barra Cálculo construcción Tensión axial Tensión cizallamiento Elastoplasticidad Torcimiento Inelasticidad Material compuesto Método elemento frontera Viga Simulación numérica Torsión
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 21399706
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
Access to the document
Install on your browser
DOI
10.1016/j.engstruct.2009.01.017 
https://dx.doi.org/10.1016/j.engstruct.2009.01.017
"O:13:\"PanistOpenUrl\":36:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000idc\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:31:\"10.1016\/j.engstruct.2009.01.017\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2009\";s:9:\"\u0000*\u0000volume\";s:2:\"31\";s:8:\"\u0000*\u0000issue\";s:1:\"5\";s:8:\"\u0000*\u0000spage\";s:4:\"1190\";s:8:\"\u0000*\u0000epage\";s:4:\"1203\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0141-0296\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:12:\"SAPOUNTZAKIS\";s:10:\"\u0000*\u0000aufirst\";s:4:\"E. J\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"TSIPIRAS, V. J\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"ENSTDF\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:8:\"\u0000*\u0000place\";s:10:\"Kidlington\";s:6:\"\u0000*\u0000pub\";s:8:\"Elsevier\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"14\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Panist access
"O:12:\"IstexOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:31:\"10.1016\/j.engstruct.2009.01.017\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2009\";s:9:\"\u0000*\u0000volume\";s:2:\"31\";s:8:\"\u0000*\u0000issue\";s:1:\"5\";s:8:\"\u0000*\u0000spage\";s:4:\"1190\";s:8:\"\u0000*\u0000epage\";s:4:\"1203\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0141-0296\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:12:\"SAPOUNTZAKIS\";s:10:\"\u0000*\u0000aufirst\";s:4:\"E. J\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"TSIPIRAS, V. J\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"ENSTDF\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:8:\"\u0000*\u0000place\";s:10:\"Kidlington\";s:6:\"\u0000*\u0000pub\";s:8:\"Elsevier\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"14\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Istex access
"O:16:\"UnpaywallOpenUrl\":35:{s:8:\"\u0000*\u0000email\";s:27:\"assistance-portail@inist.fr\";s:6:\"\u0000*\u0000fmt\";N;s:6:\"\u0000*\u0000doi\";s:31:\"10.1016\/j.engstruct.2009.01.017\";s:6:\"\u0000*\u0000pii\";N;s:7:\"\u0000*\u0000pmid\";N;s:9:\"\u0000*\u0000atitle\";N;s:9:\"\u0000*\u0000jtitle\";N;s:9:\"\u0000*\u0000stitle\";N;s:7:\"\u0000*\u0000date\";N;s:9:\"\u0000*\u0000volume\";N;s:8:\"\u0000*\u0000issue\";N;s:8:\"\u0000*\u0000spage\";N;s:8:\"\u0000*\u0000epage\";N;s:8:\"\u0000*\u0000pages\";N;s:7:\"\u0000*\u0000issn\";N;s:8:\"\u0000*\u0000eissn\";N;s:9:\"\u0000*\u0000aulast\";N;s:10:\"\u0000*\u0000aufirst\";N;s:9:\"\u0000*\u0000auinit\";N;s:10:\"\u0000*\u0000auinitm\";N;s:5:\"\u0000*\u0000au\";N;s:9:\"\u0000*\u0000aucorp\";N;s:7:\"\u0000*\u0000isbn\";N;s:8:\"\u0000*\u0000coden\";N;s:8:\"\u0000*\u0000genre\";N;s:7:\"\u0000*\u0000part\";N;s:9:\"\u0000*\u0000btitle\";N;s:8:\"\u0000*\u0000title\";N;s:8:\"\u0000*\u0000place\";N;s:6:\"\u0000*\u0000pub\";N;s:10:\"\u0000*\u0000edition\";N;s:9:\"\u0000*\u0000tpages\";N;s:9:\"\u0000*\u0000series\";N;s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";N;}"
Unpaywall access
"O:16:\"EuropePMCOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:31:\"10.1016\/j.engstruct.2009.01.017\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2009\";s:9:\"\u0000*\u0000volume\";s:2:\"31\";s:8:\"\u0000*\u0000issue\";s:1:\"5\";s:8:\"\u0000*\u0000spage\";s:4:\"1190\";s:8:\"\u0000*\u0000epage\";s:4:\"1203\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0141-0296\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:12:\"SAPOUNTZAKIS\";s:10:\"\u0000*\u0000aufirst\";s:4:\"E. J\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"TSIPIRAS, V. J\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"ENSTDF\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:8:\"\u0000*\u0000place\";s:10:\"Kidlington\";s:6:\"\u0000*\u0000pub\";s:8:\"Elsevier\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"14\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Europe PubMed Central access
"O:11:\"BaseOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:31:\"10.1016\/j.engstruct.2009.01.017\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2009\";s:9:\"\u0000*\u0000volume\";s:2:\"31\";s:8:\"\u0000*\u0000issue\";s:1:\"5\";s:8:\"\u0000*\u0000spage\";s:4:\"1190\";s:8:\"\u0000*\u0000epage\";s:4:\"1203\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0141-0296\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:12:\"SAPOUNTZAKIS\";s:10:\"\u0000*\u0000aufirst\";s:4:\"E. J\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"TSIPIRAS, V. J\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"ENSTDF\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:8:\"\u0000*\u0000place\";s:10:\"Kidlington\";s:6:\"\u0000*\u0000pub\";s:8:\"Elsevier\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"14\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Base Search access
"O:12:\"ArXivOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:31:\"10.1016\/j.engstruct.2009.01.017\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2009\";s:9:\"\u0000*\u0000volume\";s:2:\"31\";s:8:\"\u0000*\u0000issue\";s:1:\"5\";s:8:\"\u0000*\u0000spage\";s:4:\"1190\";s:8:\"\u0000*\u0000epage\";s:4:\"1203\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0141-0296\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:12:\"SAPOUNTZAKIS\";s:10:\"\u0000*\u0000aufirst\";s:4:\"E. J\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"TSIPIRAS, V. J\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"ENSTDF\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"Effect of axial restraint in composite bars under nonlinear inelastic uniform torsion by BEM\";s:8:\"\u0000*\u0000place\";s:10:\"Kidlington\";s:6:\"\u0000*\u0000pub\";s:8:\"Elsevier\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"14\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
arXiv access
