Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Composite Column with Partially Concrete‐Encased H‐Section Subject to Axial Compression and Uniaxial Bending
This chapter demonstrates the design of a composite column with partially concrete‐encased H‐section subject to axial compressive load and bending moment. In order to ensure adequate force transfer between the steel and the concrete, stud connectors and reinforcement are provided. The resistance of the cross‐section to combined compression and bending is calculated in two ways: using the interaction curve of N–M and using the interaction polygon of N–M. Also, the chapter illustrates the design of load introduction for combined compression and bending. The forces at the interface are determined by elastic theory and by plastic theory. However, the bending moment about the z‐z axis was caused by taking into account the equivalent member imperfection about the z‐z axis. This means that the check of resistance should be carried out for combined compression and biaxial bending. The check based on the interaction polygon was carried out in accordance with EN 1994‐1‐1.
Composite Column with Partially Concrete‐Encased H‐Section Subject to Axial Compression and Uniaxial Bending
This chapter demonstrates the design of a composite column with partially concrete‐encased H‐section subject to axial compressive load and bending moment. In order to ensure adequate force transfer between the steel and the concrete, stud connectors and reinforcement are provided. The resistance of the cross‐section to combined compression and bending is calculated in two ways: using the interaction curve of N–M and using the interaction polygon of N–M. Also, the chapter illustrates the design of load introduction for combined compression and bending. The forces at the interface are determined by elastic theory and by plastic theory. However, the bending moment about the z‐z axis was caused by taking into account the equivalent member imperfection about the z‐z axis. This means that the check of resistance should be carried out for combined compression and biaxial bending. The check based on the interaction polygon was carried out in accordance with EN 1994‐1‐1.
Composite Column with Partially Concrete‐Encased H‐Section Subject to Axial Compression and Uniaxial Bending
Dujmović, Darko (Autor:in) / Androić, Boris (Autor:in) / Lukačević, Ivan (Autor:in)
08.12.2014
69 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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