Search results for "Civil Engineering"

showing 10 items of 1216 documents

Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons

2017

In this work, the second part of an experimental campaign investigating the efficiency of an alternative retrofitting method for increasing the flexural and/or shear capacity in reinforced concrete beams, based on the use of prestressed stainless steel ribbons and steel angles, is presented and analytically reproduced. This group of tests focuses on the ability of the adopted retrofitting method to improve the shear strength and ultimate deformation of reinforced concrete structural elements. As described in a companion paper, the adopted retrofitting method is alternative to traditional techniques of reinforced concrete retrofitting, being easy to install and usually reversible, and charac…

Materials science0211 other engineering and technologies020101 civil engineering02 engineering and technologyfib Model Code 20100201 civil engineeringCAM; fib Model Code 2010; reinforced concrete beams; retrofitting; shear; stainless steel ribbons; Civil and Structural Engineering; Building and Construction; Materials Science (all); Mechanics of MaterialsRetrofitting021105 building & constructionReinforced concrete beamRetrofittingGeneral Materials ScienceCivil and Structural EngineeringCAMbusiness.industryShearStructural engineeringBuilding and ConstructionReinforced concreteStainless steel ribbonShear (sheet metal)Settore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsMaterials Science (all)businessShear capacity
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Advanced Strategies and Materials for Reinforcing Normal and Disturbed Regions in Brick Masonry Columns

2016

This work presents the results of an experimental investigation on the behavior of 42 solid clay brick masonry columns internally strengthened by fiber-reinforced polymer (FRP) fabrics or stainless steel grids placed in horizontal mortar joints. In some cases, every course, and in other cases, alternate courses were reinforced with steel grids, carbon, and basalt FRP fabrics. Monotonic compressive loading tests were carried out under concentric and eccentric loads. Eccentric tests were carried out by loading the specimens on a reduced area with respect to the entire cross section, producing a disturbed region (D-region). A detailed characterization of the constituent materials was made expe…

Materials science0211 other engineering and technologies020101 civil engineeringCeramics and Composite02 engineering and technologyConcentric0201 civil engineeringCross section (physics)021105 building & constructionGeotechnical engineeringComposite materialSteel gridCivil and Structural EngineeringCourse (architecture)Brickbusiness.industryMechanical EngineeringCompressionD-regionStructural engineeringBuilding and ConstructionMasonryFibre-reinforced plasticCompression (physics)Settore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsBrick masonryCeramics and CompositesStrengthMortarbusinessFRP fabric
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Ultrasonic inspection for the detection of debonding in CFRP-reinforced concrete

2017

Fibre-reinforced plastic (FRP) composites are extensively used to retrofit civil structures. However, the quality and the characteristics of the bond between the FRP and the structure are critical to ensure the efficacy of the retrofit. For this reason, effective non-destructive evaluation (NDE) methods are often necessary to assess the bonding conditions. This article presents an ultrasonic technique for detecting defects at the FRP-substrate interface. The technique uses the Akaike Information Criterion, to detect automatically the onset of the ultrasonic signals, and the novel Equivalent Time Lenght (ETL) parameter, to quantify the energy of the propagating ultrasonic signals along the i…

Materials science0211 other engineering and technologies020101 civil engineeringOcean Engineering02 engineering and technologybonding0201 civil engineeringNondestructive testing021105 building & constructionComposite materialCFRPSafety Risk Reliability and Qualityfibre-reinforced materialCivil and Structural Engineeringbusiness.industryMechanical EngineeringUltrasonic testingnon-destructive testingBuilding and ConstructionFibre-reinforced plasticGeotechnical Engineering and Engineering GeologyReinforced concreteequivalent time lengthultrasonic methodconcretebusinessSettore ICAR/08 - Scienza Delle Costruzioni
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Fatigue and Healing Properties of Low Environmental Impact Rubberized Bitumen for Asphalt Pavement

2017

The addition of recycled tyre rubber as a modifier to enhance the mechanical properties of bitumen has proven to provide asphalt mixtures with better mechanical performance. However the rubberised bitumen presents the limitation of requiring higher manufacturing and compaction temperatures. This could be solved by subjecting the tyre rubber to sort of pre-treatments such as: Adding warm-mix additives and/or using partial devulcanisation. These solutions have the potential of lowering the overall environmental impact of the asphalt pavement, however it is still not clear whether these can be detrimental for the rubberized asphalt binder mechanical properties. This paper investigates the effe…

Materials science0211 other engineering and technologiesCompaction020101 civil engineering02 engineering and technology0201 civil engineeringStress (mechanics)Natural rubberAsphalt pavement021105 building & constructionMaterials ChemistrySettore ICAR/04 - Strade Ferrovie Ed AeroportiCrumb rubberComposite materialRubberized asphaltrubberised bitumen; pre-treated crumb rubber; fatigue; healingSurfaces and Interfaceshealingrubberised bitumenSurfaces Coatings and Filmspre-treated crumb rubberAsphaltvisual_artDynamic shear rheometervisual_art.visual_art_mediumfatigueCoatings
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The CRATI project: New insights on the consolidation of saltweathered stone and the case study of San Domenico Church in Cosenza (South Calabria, Ita…

2019

This paper presents the results of a laboratory experimentation carried out on stone materials in the framework of the CRATI project (Knowledge and Restoration through Advanced Integrated Technologies) aimed at testing new products with consolidating properties by means of an integrated methodological approach. After the preliminary characterization of stone materials collected in the pilot site, the second stage of the activities within the project were focused on the formulation and testing of products for the conservation of the same materials against decay, especially salt crystallization, one of the most aggressive and common degrading processes. The San Domenico Church, located in the…

Materials science0211 other engineering and technologiesEnvironmental engineeringStone decayBiocalcarenite02 engineering and technologySurfaces and Interfaces010501 environmental sciencesHydrogen phosphateSoluble salt crystallization01 natural sciencesSurfaces Coatings and FilmsHydroxyapatitebiocalcareniteslcsh:TA1-2040Consolidation treatment021105 building & constructionbiocalcarenites stone decay soluble salt crystallization consolidation treatments hydroxyapatiteMaterials Chemistryconsolidation treatmentslcsh:Engineering (General). Civil engineering (General)Settore GEO/09 -Georis. Miner.e Appl.Mineral.-Petrogr. per l'Ambi.ed i B.Cult.Salt crystallization0105 earth and related environmental sciences
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Stress transfer and failure mechanisms in steel-concrete trussed beams: Experimental investigation on slab-thick and full-thick beams

2018

Abstract This study presents the results of an experimental investigation on semi-precast Hybrid Steel Trussed-Concrete Beams (HSTCBs) for analyzing the failure modes and the stress transfer mechanism between concrete and embedded steel elements (plate and truss). The available literature presents previous studies carried out by the authors mainly focused on the understanding of the local transfer mechanism by means of push-out tests. Conversely, in this paper original the results of laboratory tests conducted on six specimens of full-size HSTCBs subjected to four-point bending, with variation in the shear span, are reported on. From these results, the authors are able to assess the failure…

Materials science0211 other engineering and technologiesFour-point bending testTruss020101 civil engineering02 engineering and technology0201 civil engineeringAnalytical modeling; Experimental investigation; Four-point bending tests; Hybrid steel trussed-concrete beams; Stress transfer length; Civil and Structural Engineering; Building and Construction; Materials Science (all)Analytical modelingDeflection (engineering)021105 building & constructionTransfer mechanismGeneral Materials ScienceHybrid steel trussed-concrete beamStress transfer lengthStrain gaugeCivil and Structural EngineeringExperimental investigationbusiness.industryBuilding and ConstructionStructural engineeringSettore ICAR/09 - Tecnica Delle CostruzioniHybrid steel trussed-concrete beamsSlabMaterials Science (all)businessFour-point bending testsBeam (structure)Construction and Building Materials
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Brick Masonry Columns Externally Wrapped with Steel Wires under Concentric and Eccentric Loads

2017

This paper discusses an experimental investigation of clay brick columns that are externally strengthened by steel wire collars wrapping the horizontal mortar joints. The study aims to prove the effectiveness of the proposed strengthening technique and detect the efficiency of different numbers of steel collars. Additionally, the effect of eccentric loading is investigated. This paper proves that an analytical expression available in the previous literature can be modified to provide the strength of the equivalent homogeneous cross section in simple compression. To this aim, the biaxial strength domain of the bricks is modified to account for the lateral pressure exerted by the steel collar…

Materials science0211 other engineering and technologiesMasonry veneer020101 civil engineeringExternal reinforcement02 engineering and technologyConcentric0201 civil engineering021105 building & constructionGeneral Materials ScienceGeotechnical engineeringCivil and Structural Engineeringbusiness.industryBuilding and ConstructionStructural engineeringMasonryStrength of materialsSteel collarStrength domainMechanics of MaterialsBrick masonryBrick masonryClay brickMaterials Science (all)MortarbusinessJournal of Materials in Civil Engineering
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Mix design and mechanical performance of geopolymer binder for sustainable construction and building materials

2017

Sustainability in construction is a major concern worldwide, due to the huge volume of materials and energy consumed by this sector. Associated supplementing industries (e.g. Portland cement production) constitute a significant source of CO2 emissions and global warming. Valorisation and reuse of industrial wastes and by-products make geopolymers a solid and sustainable via to be followed as a valid alternative to Portland cement. In this work the mix design of a green fly ash-based geopolymer is evaluated as an environmentally friendly construction material. In the pursuit of sustainability, wastes from a regional kraft pulp industry are exploited for the material processing. Furthermore, …

Materials science0211 other engineering and technologiesSettore ICAR/10 - Architettura TecnicaBuilding material02 engineering and technologyengineering.material021001 nanoscience & nanotechnologyCivil engineeringMix designgeopolymer binder construction material waste reuse sustainabilityGeopolymerSustainable constructionSettore ING-IND/22 - Scienza E Tecnologia Dei Materiali021105 building & constructionengineering0210 nano-technology
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Thermo-rheological analysis of WMA-additive modified binders

2020

AbstractThermo-rheological characteristics of unmodified and modified bitumen have significant impacts on the mechanical response of asphalt. This study investigates the impacts of an organic and a chemical Warm Mix Asphalt additive on bitumen thermo-rheological and mechanical characteristics. Modified binders with different concentrations of each additive were studied and analysed comparatively to a 40/60 penetration grade bitumen. Frequency sweep tests were performed at different ageing levels to characterise the Linear Viscoelastic properties. The multiple stress creep and recovery, linear amplitude sweep (LAS) and low temperature creep stiffness tests, together with the Glover–Rowe (G–R…

Materials science0211 other engineering and technologiesStiffness020101 civil engineering02 engineering and technologyBuilding and ConstructionViscoelasticitySweep frequency response analysis0201 civil engineeringShear modulusCreepRheologyMechanics of MaterialsAsphalt021105 building & constructionSolid mechanicsAgeing Bitumen rheology Fatigue Low-temperature cracking Rutting Warm mix asphalt (WMA) additivesmedicineSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite materialmedicine.symptomCivil and Structural EngineeringMaterials and Structures
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Characterization of Different Cable Ferrite Materials to Reduce the Electromagnetic Noise in the 2–150 kHz Frequency Range

2018

The gap of standardization for conducted and field coupled electromagnetic interferences (EMI) in the 2–150 kHz frequency range can lead to Electromagnetic Compatibility (EMC) problems. This is caused by power systems such as Pulse Width Modulation (PWM) controlled rectifiers, photovoltaic inverters or charging battery units in electric vehicles. This is a very important frequency spectral due to interferences generated in a wide range of devices and, specifically, communication problems in the new technologies and devices incorporated to the traditional grid to convert it into a Smart Grid. Consequently, it is necessary to provide new solutions to attenuate this kind of interference, which…

Materials scienceAcoustics02 engineering and technology01 natural scienceslcsh:TechnologyArticlelow frequency emissionsElectric power systeminsertion lossEMI0103 physical sciencescable ferriteInsertion lossGeneral Materials Sciencelcsh:MicroscopyElectrical impedancelcsh:QC120-168.85010302 applied physicscable ferrite; electromagnetic interferences; low frequency emissions; nanocrystalline; relative permeability; insertion losselectromagnetic interferenceslcsh:QH201-278.5lcsh:TPhotovoltaic systemElectromagnetic compatibilityrelative permeability021001 nanoscience & nanotechnologylcsh:TA1-2040Ferrite (magnet)lcsh:Descriptive and experimental mechanicsnanocrystallinelcsh:Electrical engineering. Electronics. Nuclear engineering0210 nano-technologylcsh:Engineering (General). Civil engineering (General)lcsh:TK1-9971Pulse-width modulationMaterials; Volume 11; Issue 2; Pages: 174
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