[HTML][HTML] Modeling composite beams with partial interaction
J Turmo, JA Lozano-Galant, E Mirambell… - Journal of Constructional …, 2015 - Elsevier
This paper presents a finite element model for the analysis of composite beams with partial
interaction. In this model, the elements of the composite beams are modeled by six different …
interaction. In this model, the elements of the composite beams are modeled by six different …
Three-dimensional finite element modeling for bending and pull-out tests of composite slabs
A Plans, D Grau, M Soltanalipour… - Engineering …, 2023 - Elsevier
This article introduces a novel modeling and simulation methodology that advances the
understanding of steel deck and concrete slab micromechanics for bending and pull-out …
understanding of steel deck and concrete slab micromechanics for bending and pull-out …
Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars
LGF Grossi, CFR Santos, M Malite - Journal of Constructional Steel …, 2020 - Elsevier
This paper presents an experimental and analytical study of composite slabs with additional
reinforcement bars. The analytical model is based on mk method and is able to estimate the …
reinforcement bars. The analytical model is based on mk method and is able to estimate the …
Experimental and numerical study of end anchorage in composite slabs
Composite steel-concrete slabs are widely used in floor construction in steel-framed
buildings where the connection between the steel beam and the concrete slab through …
buildings where the connection between the steel beam and the concrete slab through …
New equations to establish the effective moment of inertia of composite slabs with profiled steel sheeting for deflection calculation
RS Costa, ACC Lavall, RGL da Silva, HF Viana… - Journal of Building …, 2021 - Elsevier
Composite deck slabs have been extensively adopted in construction of buildings, as they
lead to lighter, more economical structures and higher execution speed. When analyzing the …
lead to lighter, more economical structures and higher execution speed. When analyzing the …
Shear transfer behavior in composite slabs under 4-point standard and uniform-load tests
The 4-point bending test, prescribed by most standards, is the conventional test used to
determine the shear resistance of steel-concrete composite slabs, whereas loading …
determine the shear resistance of steel-concrete composite slabs, whereas loading …
Comparative analysis of a novel lightweight composite-void steel deck slab and conventional solid slab: Force carrying capacity, deflection, failure patterns, ductility …
This study focuses on the development and assessment of advanced construction materials,
such as a unique slab design, longitudinal void configurations, and profiled steel deck. The …
such as a unique slab design, longitudinal void configurations, and profiled steel deck. The …
Experimental and numerical study of the ductility of open-rib and reentrant composite slabs
The most restrictive failure mode of steel–concrete composite slabs is longitudinal shear.
The partial connection method (PCM) is a design method for longitudinal shear capacity …
The partial connection method (PCM) is a design method for longitudinal shear capacity …
Influence of parameters in flexural behavior of composite slabs
Composite steel–concrete deck slabs are used in floor construction in steel-framed buildings
where the connection between steel beam and the concrete slab through shear connectors …
where the connection between steel beam and the concrete slab through shear connectors …
[PDF][PDF] Experimental study on shear bond behavior of composite deck slab equipped with shear connectors
HH Eltobgy, KMM Abdelkareem… - Int J Sci Technol …, 2021 - researchgate.net
This paper concentrated on the improvement of shear bond strength through the insertion of
shear connectors between the composite deck slab and the supporting steel beam. A total of …
shear connectors between the composite deck slab and the supporting steel beam. A total of …