ESTUDIO NUMÉRICO DE LA CAPACIDAD PORTANTE DE COLUMNAS MIXTAS CON DOBLE TUBO RELLENAS DE HORMIGON
[EN] Concrete-filled steel tubular columns composed of double-tube sections are a recent development. This type of sections are the result of applying a technique used in the construction of immersed tunnels, by forming a sandwich composite section made up of steel-concrete-steel. Apart from the own...
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| Tipo de recurso: | tesis doctoral |
| Fecha de publicación: | 2016 |
| País: | España |
| Institución: | Universitat Politècnica de València (UPV) |
| Repositorio: | RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia |
| Idioma: | español |
| OAI Identifier: | oai:riunet.upv.es:10251/62209 |
| Acceso en línea: | https://riunet.upv.es/handle/10251/62209 |
| Access Level: | acceso abierto |
| Palabra clave: | Columnas mixtas esbeltas Doble tubo FEM CFST CFDST Hormigón UHSC Carga centrada excéntrica Eurocódigo 4-parte1.1 MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS |
| Sumario: | [EN] Concrete-filled steel tubular columns composed of double-tube sections are a recent development. This type of sections are the result of applying a technique used in the construction of immersed tunnels, by forming a sandwich composite section made up of steel-concrete-steel. Apart from the own advantages of concrete-filled steel tubular (CFST) columns, double-tube columns present other additional advantages which make them of great interest for designers and engineers, such as: reduced weight, higher ductility, improved energy absorption and, above all, an enhanced fire resistance. In turn, the improvements in the manufacturing technique of high strength concrete makes their use in double-tube columns create the suitable synergy for the design of slender structural members. Nevertheless, the fast evolution and development of composite construction has led to a situation where the current design guidance cannot provide updated analytical expressions and recommendations. Give this situation, and due to the innovative nature of this configuration, as well as the complexity of experimental testing, few experimental and analytical works can be found on this typology of columns. This makes the numerical investigation of concrete-filled double-tube columns interesting from the scientific point of view. The mechanical behaviour of concrete-filled double-tube columns is studied in this thesis through a realistic three-dimensional finite element model. The values adopted for the variables of the model are the result of a comprehensive sensitivity analysis. The accuracy of the numerical model is verified against experimental tests and, once the numerical model is validated, an extensive parametric study is developed, with the aim of studying the influence of the main factors which affect the mechanical response of this columns and being able to provide design recommendations. With this information, a comparative study is carried out with the results of the application of the current calculation method for composite columns in Eurocode 4-Part 1.1, in order to evaluate the validity of the method for double-tube columns subjected to axial compression and combined compression and uniaxial bending, infilled with ultra-high strength concrete. The scope of this thesis is limited to slender circular double-tube columns filled with normal and ultra-high strength concrete subjected to monotonic concentric or eccentric axial load of uniform bending moment. |
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