A finite element analysis of steel plate–concrete composite beams including the influence of stiffness of the connectors on delefction
Wybierz format
RIS BIB ENDNOTEA finite element analysis of steel plate–concrete composite beams including the influence of stiffness of the connectors on delefction
Data publikacji: 14.12.2016
Czasopismo Techniczne, 2016, Budownictwo Zeszyt 2-B 2016, s. 69-80
https://doi.org/10.4467/2353737XCT.16.159.5770Autorzy
A finite element analysis of steel plate–concrete composite beams including the influence of stiffness of the connectors on delefction
The aim of this paper is to present an assessment of slip influence on the deflection of steel plate– concrete composite beams, which are a new type of design concept. The article discusses the non-linear analysis of simply supported beams using Ansys. Willam-Warnke model was used for concrete – this allows the analysis of a complex stress state. For steel elements, bilinear models were used and it was assumed that they work in the uniaxial stress state. Spring elements were used in order to include the slip in the numerical model. The analysis was verified by experimental studies.
Informacje: Czasopismo Techniczne, 2016, Budownictwo Zeszyt 2-B 2016, s. 69-80
Typ artykułu: Oryginalny artykuł naukowy
Tytuły:
A finite element analysis of steel plate–concrete composite beams including the influence of stiffness of the connectors on delefction
A finite element analysis of steel plate–concrete composite beams including the influence of stiffness of the connectors on delefction
Institute of Building and Materials and Structures Management, Faculty of Civil Engineering, Cracow University of Technology
Publikacja: 14.12.2016
Status artykułu: Otwarte
Licencja: Żadna
Udział procentowy autorów:
Korekty artykułu:
-Języki publikacji:
AngielskiLiczba wyświetleń: 1690
Liczba pobrań: 2635