Browsing by Author "Soltanalipour, Milad"
Now showing items 1-10 of 10
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An Experimental and numerical study of the load distribution effect on composite slab shear resistance
(EJournal Publishing, 2019-05)
Article
Open AccessThe design codes prescribe “a close simulation” of the uniformly distributed loads for bending tests, since, applying an ideal uniform load on the slab surface, is not technically as simple as applying concentrated loads ... -
An experimentally validated study for open rib profiles steel-concrete composite slabs behavior in partial connection
(2019)
Conference report
Open AccessIn this paper the strength of steel deck-concrete composite slabs is studied. Conventional slabs with open and dovetail profiles are studied with different designs, galvanized and stainless steel. Partial connection method ... -
Experimental and numerical study of the ductility of open-rib and reentrant composite slabs
(2022-04)
Article
Open AccessThe 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 limited to slabs showing ductile failure and ... -
Experimental study on a highly efficient shear transfer system for square CFST
(Elsevier, 2023-03-16)
Article
Open AccessA new shear transfer system for CFST columns is studied, which is an application of the patent EP2305911B1 into the square CFST columns. The new optimized system, called UPCCFST, consists of crown-shaped protrusions on the ... -
Innovative shear transfer system for Concrete Filled Steel Tubes (CFST) in columns
(2021-09)
Article
Restricted access - publisher's policyThe common failure mode of composite steel-concrete structural elements, such as composite columns, generally occurs due to the relative slipping or separation of the steel sheet and the concrete. This leads to materials ... -
Métodos de Clapeyron y Cross para el análisis de vigas de inercia variable
(2022-06-13)
Article
Open AccessEn el mundo académico con frecuencia se plantea el análisis global de estructuras con vigas consideradas de inercia constante I. La múltiple bibliografía docente así lo atestigua. A pesar de ello, también se presentan casos ... -
New shear transfer system for concrete-filled steel tube (CFST) columns
(John Wiley & sons, 2022-05)
Article
Restricted access - publisher's policyConcrete-filled steel tube (CFST) columns are frequently used in construction due to their high ductility and improved loadbearing capacities. At beam-to-CFST column joints, gusset plates are welded to the outer face ... -
Shear transfer behavior in composite slabs under 4-point standard and uniform-load tests
(2020-01)
Article
Restricted access - author's decisionThe 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 requirements are commonly specified in terms of ... -
Study on the ductility of open-rib and re-entrant composite slabs
(2021-09)
Article
Restricted access - publisher's policyComposite slabs with profiled steel sheeting and cast-in-place concrete are a conventional structural flooring system worldwide. The partial connection method (PCM) is a design method limited to slabs showing a ductile ... -
Three-dimensional finite element modeling for bending and pull-out tests of composite slabs
(Elsevier, 2023-11)
Article
Restricted access - publisher's policyThis article introduces a novel modeling and simulation methodology that advances the understanding of steel deck and concrete slab micromechanics for bending and pull-out composite slab tests. Three-dimensional composite ...
