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
Typ dokumentu
diplomová prácemaster thesis
Autor
Anwar Ghazanfar Ali
Vedoucí práce
Dinu Florea
Oponent práce
Vulcu Cristian
Studijní obor
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudijní program
Civil EngineeringInstituce přidělující hodnost
katedra ocelových a dřevěných konstrukcíObhájeno
2017-02-13Práva
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Metadata
Zobrazit celý záznamAbstrakt
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. 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.
Kolekce
- Diplomové práce - 11134 [602]