0000000000037704

AUTHOR

Giovanni Culotta

showing 2 related works from this author

Interaction between Longitudinal Shear and Transverse Bending in Prestressed Concrete Box Girders

2017

In box girder bridges, the quantity and distribution of reinforcement to be put in concrete elements of sections can be evaluated only by considering the deformation of the cross section in addition to the longitudinal analysis of the static scheme, establishing the entire state of stress of box sections. This leads to a need to evaluate the interaction between internal forces obtained by the global analysis and the ones obtained by the local analysis of the cross sections. The frame effect implies the elastic deformation of slabs and webs, whereas eccentrically applied loads lead to cross-section distortion with the loss of the box shape. Hence, the reinforcement is strongly influenced by …

EngineeringTransverse bendingBox girders bridges0211 other engineering and technologies020101 civil engineering02 engineering and technologyPlasticity0201 civil engineeringlaw.inventionPrestressed concreteInteraction domainslawGirder021105 building & constructionReinforcementCivil and Structural Engineeringbusiness.industryBox girders bridges; Interaction domains; Prestressed concrete; Shear; Thin-walled section; Transverse bending; Web; Civil and Structural Engineering; Building and ConstructionShearBox girderBuilding and ConstructionStructural engineeringWebSettore ICAR/09 - Tecnica Delle CostruzioniThin-walled sectionStress resultantsBending momentPrestressed concreteDeformation (engineering)businessJournal of Bridge Engineering
researchProduct

Influence of axial force and corrosion on failure of prestressed concrete structures considering M-V interaction

2021

Abstract Existing prestressed concrete structures suffer from degradation of prestressing for two main reasons: a defect of the sheath infills (cement grout) of bonded tendons, and corrosion of steel strands. These two causes, often concomitant, lead to a reduction over time of the effectiveness of initial prestressing, in addition to the ordinary tension losses due to concrete shrinkage and creep, and to steel relaxation. In many cases a consequence of bad grouting in bonded tendons is that the structure shows an intermediate behavior between that of external prestressing and that of internal bonded prestressing. This, added to damage to wires due to corrosion, makes it essential for the d…

Materials scienceBendingInteractionPrestressing0211 other engineering and technologiesBonded tendon020101 civil engineering02 engineering and technologyBendingBending; Bonded tendons; Corroded structures; Interaction; Polcevera viaduct; Prestressing; Shear; Unbonded cables0201 civil engineeringDecklaw.inventionCorrosionStress (mechanics)Prestressed concretelawCorroded structure021105 building & constructionCorroded structuresCivil and Structural EngineeringShrinkageTension (physics)business.industryBonded tendonsShearStructural engineeringCreepPolcevera viaductbusinessUnbonded cables
researchProduct