Ultimate deformation and resistance capacity of bolted T-Stub connections under different loading conditions
Ultimate deformation and resistance capacity of bolted T-Stub connections under different loading conditions
| dc.contributor.advisor | Dinu Florea | |
| dc.contributor.author | Anwar Ghazanfar Ali | |
| dc.date.accessioned | 2017-04-25T17:36:37Z | |
| dc.date.available | 2017-04-25T17:36:37Z | |
| dc.date.issued | 2017-01-08 | |
| dc.identifier | KOS-695600287905 | |
| dc.identifier.uri | http://hdl.handle.net/10467/68088 | |
| dc.description.abstract | This dissertation work focuses on the ultimate capacity and ductility of T-Stub macro-components under large deformation demands at different loading rates and temperatures. Extensive experimental testing program on T-stub components is developed to evaluate the ultimate strength and deformation capacity. Based on the experimental data, numerical models are validated and employed in a parametric numerical study aimed at studying strength, stiffness and ductility of T-Stub macro-components on two main parameters i.e. distance between the bolts and end-plate thickness. | cze |
| dc.description.abstract | This dissertation work focuses on the ultimate capacity and ductility of T-Stub macro-components under large deformation demands at different loading rates and temperatures. Extensive experimental testing program on T-stub components is developed to evaluate the ultimate strength and deformation capacity. Based on the experimental data, numerical models are validated and employed in a parametric numerical study aimed at studying strength, stiffness and ductility of T-Stub macro-components on two main parameters i.e. distance between the bolts and end-plate thickness. | eng |
| dc.language.iso | ENG | |
| dc.publisher | České vysoké učení technické v Praze. Vypočetní a informační centrum. | cze |
| dc.publisher | Czech Technical University in Prague. Computing and Information Centre. | eng |
| dc.rights | A university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.html | eng |
| dc.rights | Vysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.html | cze |
| dc.subject | T-Stub, ultimate capacity, ductility, validation, numerical study | cze |
| dc.subject | T-Stub, ultimate capacity, ductility, validation, numerical study | eng |
| dc.title | Ultimate deformation and resistance capacity of bolted T-Stub connections under different loading conditions | cze |
| dc.title | Ultimate deformation and resistance capacity of bolted T-Stub connections under different loading conditions | eng |
| dc.type | diplomová práce | cze |
| dc.type | master thesis | eng |
| dc.date.accepted | 2017-02-13 | |
| dc.contributor.referee | Vulcu Cristian | |
| theses.degree.discipline | Sustainable Constructions under Natural Hazards and Catastrophic Events | cze |
| theses.degree.grantor | katedra ocelových a dřevěných konstrukcí | cze |
| theses.degree.programme | Civil Engineering | cze |
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Diplomové práce - 11134 [610]