Flexural performance of innovative hybrid sandwich panels with special focus on the shear connection behavior
Sign Up to like & getrecommendations! Published in 2017 at "Composite Structures"
DOI: 10.1016/j.compstruct.2016.10.066
Abstract: Abstract The present study intends to evaluate the flexural performance of hybrid sandwich panels through the execution of four point bending tests. The proposed hybrid sandwich panel uses Deflection Hardening Cementitious Composites (DHCC) on the… read more here.
Keywords: shear connection; flexural performance; hybrid sandwich; sandwich panels ... See more keywords
An efficient three-field mixed finite element model for the linear analysis of composite beams with deformable shear connection
Sign Up to like & getrecommendations! Published in 2018 at "Composite Structures"
DOI: 10.1016/j.compstruct.2018.02.045
Abstract: Abstract In this paper, we develop a new and efficient finite element for the linear static analysis of composite beams with deformable shear connection. We adopt a 3-field mixed approach, based on the Hu-Washizu principle,… read more here.
Keywords: finite element; analysis composite; deformable shear; beams deformable ... See more keywords
Comparison of hysteretic performance of stubby Y-type perfobond rib and stud shear connectors
Sign Up to like & getrecommendations! Published in 2017 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2017.05.056
Abstract: Abstract In the composite frame of a building structure in an earthquake-prone area, the shear connection between a concrete slab and a steel beam plays a very important role in distributing the load of the… read more here.
Keywords: connection; perfobond rib; shear connection; type perfobond ... See more keywords
Numerical investigation of the monotonic behavior of strengthened Steel-Concrete composite girders
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DOI: 10.1016/j.engstruct.2021.113081
Abstract: Abstract The monotonic behavior of externally post-tensioned steel–concrete composite girders was numerically studied in this paper. A three-dimensional numerical model was developed and validated using experimental test results that were conducted by the authors and… read more here.
Keywords: shear connection; steel; degree shear; steel beam ... See more keywords
Limitations on the use of partial shear connection in composite beams with steel T-sections and uniformly spaced rib shear connectors
Sign Up to like & getrecommendations! Published in 2018 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2017.11.023
Abstract: Abstract Design codes like EC4 allow the bending resistance of composite beams with partial shear connection (PSC) to be assessed by plastic analysis procedures, based on equilibrium of forces across the composite section (equilibrium method).… read more here.
Keywords: partial shear; shear connection; beams steel; composite beams ... See more keywords
Partial shear connection in light steel composite beams
Sign Up to like & getrecommendations! Published in 2019 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2018.11.005
Abstract: Abstract A new form of light steel composite beam has been developed that uses C sections acting in tension with shear connectors in the form of screws or bolts or perforations in the web of… read more here.
Keywords: shear connection; steel; light steel; partial shear ... See more keywords
Experimental investigation of steel-concrete composite beams with different degrees of shear connection under monotonic and fatigue loads
Sign Up to like & getrecommendations! Published in 2018 at "Advances in Structural Engineering"
DOI: 10.1177/1369433217717121
Abstract: Steel-concrete composite beams have been extensively used in buildings and bridges in recent years to combine these two construction materials. The behavioral characteristics of steel-concrete composite beams are related to the degree of shear connection.… read more here.
Keywords: connection; concrete composite; shear connection; composite beams ... See more keywords
Shear connection, experimental and theoretical research
Sign Up to like & getrecommendations! Published in 2019 at "Pollack Periodica"
DOI: 10.1556/606.2019.14.3.5
Abstract: Abstract The resistance of steel-concrete composite trusses is significantly influenced by shear connection producing interaction between the steel beam and concrete slab. To create the interaction... read more here.
Keywords: connection; connection experimental; shear connection; experimental theoretical ... See more keywords