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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.
| Titolo: | Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model |
| Autori: | |
| Data di pubblicazione: | 2013 |
| Abstract: | A 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. |
| Handle: | http://hdl.handle.net/11386/4018457 |
| ISBN: | 978-88-97385-59-2 |
| Appare nelle tipologie: | 4.1.2 Proceedings con ISBN |
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