Stress―strain model for concrete in FRP-confined steel tubular columns
- Author
- TENG, J. G1 ; HU, Y. M1 ; YU, T2
[1] Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong-Kong
[2] School of Civil, Mining and Environmental Engineering, Faculty of Engineering, University of Wollongong, Northfields Avenue, Wollongong, NSW 2522, Australia - Source
Engineering structures. 2013, Vol 49, pp 156-167, 12 p ; ref : 34 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 compression Concrete-filled steel tubes Confinement FRP Modeling Strengthening Stress-strain behavior
- Keyword (fr)
- Acier béton Charge axiale Confinement Construction mixte Essai compression Etude comparative Modélisation Plastique renforcé fibre Relation contrainte déformation Renforcement mécanique Résultat expérimental Acier rempli de béton
- Keyword (en)
- Steel concrete Axial load Confinement Composite construction Compression test Comparative study Modeling Fibre reinforced plastics Stress strain relation Strengthening Experimental result Concrete-filled steel
- Keyword (es)
- Acero hormigón Carga axial Confinamiento Construcción mixta Ensayo compresión Estudio comparativo Modelización Plástico reforzado fibra Relación tensión deformación Refuerzo mecánico Resultado experimental Acero relleno de hormigón
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C02 Stresses. Safety
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02H Steel-concrete composite structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 27165986
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.2012.11.001 
https://dx.doi.org/10.1016/j.engstruct.2012.11.001
"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.2012.11.001\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2013\";s:9:\"\u0000*\u0000volume\";s:2:\"49\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"156\";s:8:\"\u0000*\u0000epage\";s:3:\"167\";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:4:\"TENG\";s:10:\"\u0000*\u0000aufirst\";s:4:\"J. G\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:8:\"HU, Y. M\";i:1;s:5:\"YU, T\";}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:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";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:\"12\";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.2012.11.001\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2013\";s:9:\"\u0000*\u0000volume\";s:2:\"49\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"156\";s:8:\"\u0000*\u0000epage\";s:3:\"167\";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:4:\"TENG\";s:10:\"\u0000*\u0000aufirst\";s:4:\"J. G\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:8:\"HU, Y. M\";i:1;s:5:\"YU, T\";}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:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";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:\"12\";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.2012.11.001\";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.2012.11.001\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2013\";s:9:\"\u0000*\u0000volume\";s:2:\"49\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"156\";s:8:\"\u0000*\u0000epage\";s:3:\"167\";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:4:\"TENG\";s:10:\"\u0000*\u0000aufirst\";s:4:\"J. G\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:8:\"HU, Y. M\";i:1;s:5:\"YU, T\";}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:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";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:\"12\";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: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.2012.11.001\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";s:9:\"\u0000*\u0000jtitle\";s:22:\"Engineering structures\";s:9:\"\u0000*\u0000stitle\";s:11:\"Eng. struct\";s:7:\"\u0000*\u0000date\";s:4:\"2013\";s:9:\"\u0000*\u0000volume\";s:2:\"49\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"156\";s:8:\"\u0000*\u0000epage\";s:3:\"167\";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:4:\"TENG\";s:10:\"\u0000*\u0000aufirst\";s:4:\"J. G\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:8:\"HU, Y. M\";i:1;s:5:\"YU, T\";}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:72:\"Stress\u2015strain model for concrete in FRP-confined steel tubular columns\";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:\"12\";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
