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EnglishA three-dimensional nonlinear FE model is developed aiming to investigate the truss-concrete stress transfer mechanism in Hybrid Steel Trussed-Concrete Beams (HSTCBs). The accuracy of the proposed finite element model is verified with reference to the results of experimental push-out tests on HSTCBs available in technical literature. Then, the developed model is used to provide a parametric analysis aimed at individuating the main geometrical and mechanical parameters influencing the load carried by the truss-concrete system in push-out tests.
Assessment of push-out test response of hybrid steel trussed-concrete beams by FE model / Colajanni, P; La Mendola, L; Monaco, A; Latour, M; Rizzano, G. - CD-ROM. - (2013). ((Intervento presentato al convegno XV convegno ANIDIS L'ingegneria sismica in Italia tenutosi a padova nel 30 giugno-4luglio 2013.
| Titolo: | Assessment of push-out test response of hybrid steel trussed-concrete beams by FE model |
| Autori: | |
| Data di pubblicazione: | 2013 |
| Abstract: | A three-dimensional nonlinear FE model is developed aiming to investigate the truss-concrete stre...ss transfer mechanism in Hybrid Steel Trussed-Concrete Beams (HSTCBs). The accuracy of the proposed finite element model is verified with reference to the results of experimental push-out tests on HSTCBs available in technical literature. Then, the developed model is used to provide a parametric analysis aimed at individuating the main geometrical and mechanical parameters influencing the load carried by the truss-concrete system in push-out tests. |
| ISBN: | 978-88-97385-59-2 |
| Appare nelle tipologie: | 4.1 Contributo in Atti di convegno |
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http://hdl.handle.net/11583/2716152
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