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Listar por palabra clave "Composite columns"

Mostrando ítems 1-5 de 5

Estudio experimental del pandeo de perfiles tubulares rectangulares de acero, rellenos de hormigón de alta resistencia, bajo carga axial y diagrama de momentos variables

Hernández Figueirido, David (Editorial Universitat Politècnica de València, 2012-02-17)

El empleo de estructuras mixtas de acero-hormigón ha experimentado un aumento creciente en las últimas décadas, dado qu permiten un mejor aprovechamiento de las características de los materiales empleados, en comparación ...
Finite element analysis of concrete filled lean duplex stainless steel columns

Lam, Dennis; Yang, Jie; Dai, Xianghe (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In recent years, a new low nickel content stainless steel (EN 1.4162) commonly referred as ‘lean duplex stainless steel’ has been developed, which has over two times the tensile strength of the more familiar austenitic ...
Fire behaviour of concrete filled elliptical steel columns

Espinós Capilla, Ana; Gardner, Leroy; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2011-02)

In this work, a non-linear three-dimensional finite element model is presented in order to study the behaviour of axially loaded concrete filled elliptical hollow section (CFEHS) columns exposed to fire. This study builds ...
Fire performance of concrete-encased CFST columns and beam-column joints

Zhou, Kan; Han, Lin-Han (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Concrete-encased CFST (concrete filled steel tube) structure is a type of composite structure featuring an inner CFST component and an outer reinforced concrete (RC) component. They are gaining popularity in high-rise ...
Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment

Hernández Figueirido, David; Romero, Manuel L.; Bonet Senach, José Luís; Montalva Subirats, José Miguel (American Society of Civil Engineers, 2012)

Forty-nine experimental tests were conducted on rectangular and square tubular columns filled with high-strength concrete (f'(c) 590 MPa) subjected to axial load and a nonconstant bending moment distribution. The test ...