Search results for "0201 civil engineering"

showing 2 items of 242 documents

Experimental Investigation on Stiffness and Strength of Single-Lap Z-Pinned Joints in a Laminated CFRP Stress-Ribbon Strip

2016

Carbon fiber-reinforced polymer (carbon-polymer) is an advanced lightweight composite material with high strength and excellent resistance to corrosion and fatigue. Over the past decades, application of fiber-reinforced polymers has been spread from the aerospace to other branches of industry such as automobile and civil engineering. Unidirectional carbon-polymers have a high potential for replacing steel in tensile members. Recently, the first carbonpolymer stress-ribbon bridge has been constructed in Germany. The non-laminated strip-loop carbon-polymer thin strips were used as the load bearing components in this bridge. In comparison with the laminated components, the applied cables are c…

stress-ribbon stripMaterials sciencelcsh:TE1-450020101 civil engineering02 engineering and technologysingle-lap joint0201 civil engineeringCorrosionStress (mechanics)lcsh:TG1-470lcsh:Bridge engineeringRibbonUltimate tensile strengthmedicinelaminateBearing capacityComposite materiallcsh:Highway engineering. Roads and pavementsJoint (geology)Civil and Structural Engineeringcarbon fiber reinforced polymer (cfrp)business.industrycarbon fiber reinforced polymer (CFRP); laminate; single-lap joint; stress-ribbon strip; test data.StiffnessBuilding and ConstructionStructural engineering021001 nanoscience & nanotechnologytest data.Adhesivemedicine.symptom0210 nano-technologybusinessThe Baltic Journal of Road and Bridge Engineering
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Evaluation of web reinforcements in prestressed concrete box girders through shear-transverse bending domains

2020

In concrete box girders, the amount and distribution of reinforcements in the webs have to be estimated considering the local effects due to eccentric external loads and cross-sectional distortion and not only the global effect due to the resultant forces of a longitudinal analysis: shear, torsion and bending. This work presents an analytical model that allows designers to take into account the interaction of all these effects, global and local, for the determination of the reinforcements. The model is based on the theory of stress fields and it has been compared to a 3D finite element analysis, in order to validate the interaction domains. The results show how the proposed analytical mode…

thin-walled section0211 other engineering and technologies020101 civil engineeringbox girders bridges; interaction domains; prestressed concrete; shear; thin-walled section; transverse bending; web reinforcement02 engineering and technologyshear0201 civil engineeringlaw.inventionPrestressed concretelawGirder021105 building & constructionbox girders bridgesReinforcementCivil and Structural Engineeringinteraction domainsbusiness.industryprestressed concreteweb reinforcementtransverse bendingBuilding and ConstructionStructural engineeringSettore ICAR/09 - Tecnica Delle CostruzioniShear (geology)Transverse shear deformationbusinessGeology
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