Search results for "steel fibers reinforced concrete"

showing 2 items of 2 documents

Mechanical Behavior of Steel Fiber-Reinforced Concrete Beams Bonded with External Carbon Fiber Sheets

2017

This study investigates the mechanical behavior of steel fiber-reinforced concrete (SFRC) beams internally reinforced with steel bars and externally bonded with carbon fiber-reinforced polymer (CFRP) sheets fixed by adhesive and hybrid jointing techniques. In particular, attention is paid to the load resistance and failure modes of composite beams. The steel fibers were used to avoiding the rip-off failure of the concrete cover. The CFRP sheets were fixed to the concrete surface by epoxy adhesive as well as combined with various configurations of small-diameter steel pins for mechanical fastening to form a hybrid connection. Such hybrid jointing techniques were found to be particularly adva…

Digital image correlationMaterials science020101 civil engineering02 engineering and technologyFiber-reinforced concreteArticle0201 civil engineeringlaw.inventionBrittlenesslawResidual stressadhesive-mechanical connectionGeneral Materials ScienceFiberComposite materialexternal CFRP sheetsConcrete coverbusiness.industrydebonding failureStructural engineering021001 nanoscience & nanotechnologymechanical testingsteel fibers reinforced concreteadhesive-mechanical connection; debonding failure; external CFRP sheets; mechanical testing; steel fibers reinforced concreteAdhesiveDeformation (engineering)0210 nano-technologybusinessMaterials
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A model for SFRC beams without shear reinforcement

2008

In this paper a physical model, for the prediction of ultimate shear strength of Steel Fibers Reinforced Concrete (SFRC) beams is developed from the plastic Crack Sliding Model (CSM) introduced by Zhang (1997), based on the hypothesis that cracks can be transformed into yield lines. In this work the effectiveness factors are recalculated for SFRC beams and some further developments are introduced in the CSM, taking into account the fundamental post cracking tensile strength contribute of SFRC. The proposed model is validate by a large set of tests collected in literature and some numerical analyses were carried out to show the influence of fibers on the failure beams mode.

Settore ICAR/09 - Tecnica Delle CostruzioniArchitecture2300 Environmental Science (all)Steel Fibers Reinforced Concrete; Crack Sliding Model; Shear; Concrete tensile strengthBuilding and ConstructionCivil and Structural Engineering
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