Search results for "compressive test"

showing 3 items of 3 documents

Behavior of fiber-reinforced concrete columns under axially and eccentrically compressive loads

2010

An experimental investigation into the behavior of 16 short, confined, reinforced concrete columns with and without steel fibers was carried out. The columns with square sections had a concrete core 165 x 165 mm (6.49 x 6.49 in.) at the midsection and were hunched at the ends to apply eccentric loading and prevent boundary effects. The specimens were tested to failure at different strain rates under two loading schemes: concentric compression and eccentric compression with a constant eccentricity. The axial load and axial strains were obtained to evaluate the effects of the presence of steel fibers, the thickness of the cover concrete, and the eccentricity of the applied axial load. The com…

Materials scienceCompressive testbusiness.industryColumnmedia_common.quotation_subjectStructural engineeringFiber-reinforced concreteSteel fiberBuilding and ConstructionSpallCompression (physics)Confined concretelaw.inventionSettore ICAR/09 - Tecnica Delle CostruzioniMoment-curvature diagramlawUltimate tensile strengthEccentricity (behavior)Composite materialbusinessAxial symmetryDuctilityConcrete covermedia_commonCivil and Structural Engineering
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Applicability of over-coring technique to loaded RC columns

2014

Stress determination is a very important step in the assessment of the safety of existing reinforced concrete structures. In rock mechanic this goal is achieved with the over-coring technique. The main idea behind such a technique is to isolate a material sample from the stress field in the surrounding mass and monitor its re-equilibrium deformation response. If the materials remains elastic, and elastic properties are known, stresses may be obtained from the corresponding measured strains. The goal of this paper is to evaluate if the over-coring technique is applicable to reinforced concrete members. The results of an experimental investigation on the behaviour of compressed concrete colum…

Engineeringbusiness.industryMechanical EngineeringNumerical analysisexperimental researchcompressive testover-coring technique RC columnBuilding and ConstructionStructural engineeringCoringRc columnsStress fieldStress (mechanics)reduction of bearing capacitySettore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsRange (statistics)Compressive testGeotechnical engineeringDeformation (engineering)businessCivil and Structural Engineering
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Attendibilità dei modelli per la valutazione dei moduli elastici delle murature suggeriti dalle norme tecniche

2012

In this paper the results of an experimental investigation aimed to the assessment of Young moduli, rigidity moduli and other mechanical properties for different types of masonry are shown. The mechanical characteristics predicted by models proposed by some technical codes were compared against experimental data. This study was motivated by the suggestion of the Masonry Standards Joint Committee's (MSJC) code that, while proposing the use of such models, acknowledges the lack of testing in support of their validation. The experimental investigation has included compressive tests on components (blocks and mortar), diagonal compressive tests and ordinary compressive tests (orthogonally to bed…

Modulus of elasticityTechnical codeBuilding and ConstructionDiagonal compressive testGeotechnical Engineering and Engineering GeologyTechnical codesOrdinary compressive testSettore ICAR/09 - Tecnica Delle CostruzioniOrdinary compressive testsModulus of rigidityDiagonal compressive tests; Masonry; Modulus of elasticity; Modulus of rigidity; Ordinary compressive tests; Technical codes;Safety Risk Reliability and QualityMasonryDiagonal compressive tests
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