Results 1 to 10 of about 97 (83)
Machine learning framework for predicting the shear capacity of demountable bolted connectors in composite beams [PDF]
Steel–concrete composite beams are increasingly adopted in modern construction owing to their high strength, stiffness, and efficiency. Conventional welded shear connectors, while effective, hinder disassembly and recycling, limiting their alignment with
Ahmed I. Saleh +4 more
doaj +4 more sources
Experimental and numerical study of tubular steel columns with/without demountable bolted shear connectors embedded in the concrete [PDF]
Three push-out specimens were experimentally tested to investigate the behavior of tubular steel columns (TSC) with and without bolted shear connectors embedded in normal concrete (NC). Each specimen consisted of a tubular steel column (TSC) encased in a
Sabry Fayed +5 more
doaj +3 more sources
Recent research on composite beams with demountable shear connectors [PDF]
AbstractThis paper presents the experimental and numerical investigations of an innovative composite floor system with deconstructability. In this system, a composite slab formed with metal profiled decking is connected to a steel beam using demountable shear connectors.
Naveed Rehman, Dennis Lam, A F Ashour
exaly +2 more sources
Experimental study on demountable shear connectors in composite slabs with profiled decking [PDF]
Abstract This paper presents an experimental study on shear strength, stiffness and ductility of demountable shear connectors in metal decking composite slabs through push-off tests. Twelve full-scale push-off tests were carried out using different concrete strength, number of connectors and different connector diameter.
A F Ashour
exaly +3 more sources
Prediction of ultimate load capacity of demountable shear stud connectors using machine learning techniques [PDF]
This study investigates the use of machine learning (ML) models to predict the ultimate load capacity of demountable shear connectors in steel–concrete composite structures. A dataset of 239 experimental and numerical records was assembled, incorporating
Ahmed I. Saleh +3 more
doaj +2 more sources
Composite structures with prefabricated concrete slabs and bolted shear studs can enhance the effectiveness and sustainability of construction. In this research, non-shrinkage cement grout is proposed to be filled between high-strength fully threaded ...
Ahmed Shamel Fahmy +2 more
doaj +3 more sources
Numerical study of steel–concrete composite cellular beam using demountable shear connectors
Yes
Kan Zhou +2 more
exaly +3 more sources
This paper presents the results of an experimental programme to investigate the performance of a new composite shear connector that can be used to build deconstructable composite floors. A total of 21 push-out tests were conducted to quantify the effects of different design parameters, including different nominal temperature levels (20 °C, 100 °C, 300 °
Sencu, R.m. +3 more
exaly +3 more sources
Push‐out tests of demountable shear connectors for sustainable composite structures
AbstractThe demountable shear connector is the most important component of sustainable composite structures, as it allows the elements to be reused. The ongoing research and development project – in the cooperation of the Budapest University of Technology and Economics and KÉSZ Group, bim.GROUP Ltd., Hungary – aims to design a new demountable steel ...
Krisztián Király +3 more
exaly +2 more sources
Welded headed studs are used to connect steel girders and concrete slabs in steel composite bridges. However, environmental problems related to welded shear connectors have been reported, including noise and dust generation during the replacement and ...
Dae-Sung Jung +4 more
doaj +1 more source

