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A platform for research: civil engineering, architecture and urbanism
Behavior of downstand simply supported steel‐concrete composite beam applying friction based demountable shear connection
In order to improve sustainability of composite structures and promote the principles of circular economy in construction industry, novel demountable shear connector based on the frictional behavior was developed within the framework of Work package 2 of parent project ECON4SD (Eco Construction for Sustainable Development) at the University of Luxembourg.
The demountable composite floor system is composed out of modular concrete one‐way solid slabs with equidistantly embedded Halfen HTA‐CE rail channels, double symmetric steel I section and demountable connector device assembly based on HV high strength structural bolts for preloading that provides the demountable shear connection.
In this paper trilinear behavior model is proposed for the force‐slip behavior of aforementioned connector device complying to the results of the push test experimental campaign and the results of FEA simulations. Afterwards, parametric study is performed on the range of simply supported composite beams in propped and unpropped condition under uniformly distributed load applying the aforementioned shear connection validating the predictability of the composite beam bending behavior in accordance with the rules of EN 1994‐1‐1.
Behavior of downstand simply supported steel‐concrete composite beam applying friction based demountable shear connection
In order to improve sustainability of composite structures and promote the principles of circular economy in construction industry, novel demountable shear connector based on the frictional behavior was developed within the framework of Work package 2 of parent project ECON4SD (Eco Construction for Sustainable Development) at the University of Luxembourg.
The demountable composite floor system is composed out of modular concrete one‐way solid slabs with equidistantly embedded Halfen HTA‐CE rail channels, double symmetric steel I section and demountable connector device assembly based on HV high strength structural bolts for preloading that provides the demountable shear connection.
In this paper trilinear behavior model is proposed for the force‐slip behavior of aforementioned connector device complying to the results of the push test experimental campaign and the results of FEA simulations. Afterwards, parametric study is performed on the range of simply supported composite beams in propped and unpropped condition under uniformly distributed load applying the aforementioned shear connection validating the predictability of the composite beam bending behavior in accordance with the rules of EN 1994‐1‐1.
Behavior of downstand simply supported steel‐concrete composite beam applying friction based demountable shear connection
Fodor, Jovan (author) / Schäfer, Markus (author)
ce/papers ; 4 ; 809-816
2021-09-01
8 pages
Article (Journal)
Electronic Resource
English
Flexural Behavior of New Demountable Steel–Concrete Composite Beam with Novel Demountable Connectors
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