Results 251 to 260 of about 73,516 (293)
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1994
Standard for the Structural Design of Composite Slabs and Standard Practice for Construction and Inspection of Composite Slabs establishes standards for the structural design and testing of composi...
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Standard for the Structural Design of Composite Slabs and Standard Practice for Construction and Inspection of Composite Slabs establishes standards for the structural design and testing of composi...
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Fatigue Experiments on Composite Slab Floors
Journal of the Structural Division, 1979Composite slabs consisting of cold-formed light-gage steel sheets and normal or lightweight concrete have been used extensively under static loading conditions but are generally not used under heavy moving loads. Preliminary tests indicated a favorable response when these composite slabs were subjected to repreated loadings.
Murray C. Temple, George Abdel-Sayed
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1986
In this paper specific design aspects of long span composite slabs, with deep steel sections and relatively small ribs, are discussed. Results are given of a numerical study on the rotational capacity of such sections, leading to conclusions on the applicability of plastic analysis.
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In this paper specific design aspects of long span composite slabs, with deep steel sections and relatively small ribs, are discussed. Results are given of a numerical study on the rotational capacity of such sections, leading to conclusions on the applicability of plastic analysis.
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Developments in Long Span Composite Slabs
Engineering Journal, 2000Composite slabs constructed using cold-formed steel deck are by far the most common forms of floor used in steel-framed buildings in the United States. Indeed it is largely due to the attributes that steel deck provides that make steel-framed buildings as economically competitive as they are.
Budi R. Widjaja, W. Samuel Easterling
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Experimental and analytical behaviour of composite slabs
Steel and Composite Structures, 2008The Eurocode 4 presents some negative aspects in the design of composite slabs by the m-k Method or the Partial Connection Method. On one hand, the component chemical adherence is not accounted for in the connection between the profiled steel sheet and the concrete.
Emanuel Lopes, Rui Simoes
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Response of Composite Slabs to Dynamic Loads
Canadian Journal of Civil Engineering, 1974A testing program was conducted at the University of Windsor in order to examine the effect of dynamic (repeated) loading on the strength of composite slabs. The slab specimens were made of 18 gauge (1.21 mm) T30 Hi-Bond Steel sheets with a 6 in. (15.24 cm) nominal depth concrete slab. The width was 18 in. (0.457 m), and span 8 ft (2.44 m). The design
G. Abdel-Sayed +2 more
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Fire-Resistance of Composite Concrete Slabs
2013The contribution of a steel deck to support the sagging moment is usually employed when designing the composite slab. However, the fire resistance of the steel sheet in the composite slab is a big concern. The traditional fire-resistance design of the composite slab is based on the fire resistance test.
Guoqiang Li, Peijun Wang
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A plate model for composite slab analysis
Thin-Walled Structures, 1990Abstract Composite floor decks constructed with profiled steel sheeting acting as formwork and reinforcement to a concrete slab are increasing in popularity. In this paper an elastic folded palte method of analysis has been applied to model their behaviour.
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QUASI-STATIC ANALYSIS OF COMPOSITE SLAB
Malaysian Journal of Civil Engineering, 2018This paper presents a method for modeling and analyzing steel deck-concrete composite slabs to obtain quasi-static response using non-linear dynamic finite element analysis. A three-dimensional finite element model of steel-concrete composite slab was developed and analyzed using ABAQUS/Explicit module software.
Abdullah, Redzuan +2 more
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Thermal analysis - Composite slab
2013This report presents the results of the numerical simulations performed by University of Liege for ArcelorMittal Construction Solutions, represented by Mr. Christoph Radermacher. The study has been conducted in March 2013. The study concerns the thermal analysis of a composite steel-concrete slab Cofrastra 56S (0.75mm/130mm) subjected to ISO fire on ...
Franssen, Jean-Marc, Gernay, Thomas
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