Search results for "Mortar"

showing 10 items of 99 documents

La nomina di Lodovico Mortara a primo presidente della Corte di Cassazione romana

2019

L’autore, prendendo spunto da un recente libro di Massimiliano Boni e da un articolo pubblicato sul Giornale d’Italia del 30 aprile 1915, ricostruisce la vicenda della tormentata “corsa” di Lodovico Mortara per la presidenza alla Cassazione romana. Ricostruisce anche taluni aspetti della personalità di Mor- tara e degli altri magistrati coinvolti, prendendo in esame le diverse ipotesi circa la possibile paternità dell’articolo sopra menzionato. The author, taking the cue from a recent book by Massimiliano Boni and from an article published in the Giornale d’Italia (April, 30th, 1915), recon- structs the story of the tormented “race” of Lodovico Mortara for the presi- dency of the Roman Cass…

Lodovico Mortara Giovan Battista Pagano Guarnaschelli Oronzo Quarta cassazione cassazione romana magistrati risorgimentali Giornale d'Italia
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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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Experimental investigation on the effect of mortar grade on the compressive behaviour of FRCM confined masonry columns

2018

Abstract The use of Fiber Reinforced Cementitious Mortar (FRCM) systems for structural retrofitting of masonry structures has become increasingly popular in the last years, due to the capability of this technique in overcoming some of the drawbacks related to the adoption of resin-based composites. Recent studies investigated on the effect of FRCM wraps on the compressive behaviour of concrete members and demonstrated as the application of mortar-based composites allows increasing the strength and, above all, the ductility of the column. The main difference with FRP confined columns is related to the different post-peak behaviour, characterized by a softening branch. Differently, few studie…

Materials science0211 other engineering and technologiesCeramics and Composite02 engineering and technologyIndustrial and Manufacturing Engineering021105 building & constructionUltimate tensile strengthMechanics of MaterialComposite materialDuctilityMasonryExperimental studybusiness.industryMechanical EngineeringFibre-reinforced plasticMasonry021001 nanoscience & nanotechnologyCompression (physics)Strength of materialsSettore ICAR/09 - Tecnica Delle CostruzioniMechanics of MaterialsCeramics and CompositesStrengtheningCementitiousMortar0210 nano-technologybusinessFRCM systemConfinement
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Comparative experimental analysis on the compressive behaviour of masonry columns strengthened by FRP, BFRCM or steel wires

2017

Abstract In the last decade, several studies have investigated the application of Fibre Reinforced Polymer (FRP) wraps to masonry piers in order to provide a confinement effect and enhance compressive strength and ductility. Although this technique has proved to be quite effective, various drawbacks arise when organic resins are used to bind fibres. To solve these problems, different techniques have been developed to be used as alternative methods for enhancing the structural performances of weak masonry columns. Among these, the use of Basalt Fibre Reinforced Cementitious Matrix (BFRCM) wrapping, or the application of steel wires at mortar joints. This paper presents the results of an expe…

Materials science0211 other engineering and technologiesCeramics and Composite02 engineering and technologyIndustrial and Manufacturing EngineeringRetrofit021105 building & constructionMechanics of MaterialMasonry columnComposite materialSteel wireDuctilityAlternative methodsExperimental investigationbusiness.industryMechanical EngineeringStructural engineeringMasonryFibre-reinforced plastic021001 nanoscience & nanotechnologySettore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthMechanics of MaterialsCeramics and CompositesClay brickMortar0210 nano-technologybusinessCementitious matrixBasalt fibreFRPComposites Part B: Engineering
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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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A new procedure to determine the rheological properties of RAP binder and corresponding bituminous blends

2017

Abstract In this paper, a new and simple approach to estimate the rheological properties of Reclaimed Asphalt Pavement (RAP) binder is proposed to overcome the limitations of the conventional extraction procedure. This method is based on Dynamic Shear Rheometer tests performed on mortars composed of RAP fine fraction and virgin binder, together with a new back-calculation solution. The properties of the bituminous blends of virgin and RAP binders are obtained with a modified Nielsen model. The Voigt model is then successfully used to estimate complex modulus and phase angle of the RAP binder from the properties of the back-calculated binder blend. This procedure would prevent the need of RA…

Materials science0211 other engineering and technologiesModulus02 engineering and technologyMortarsRAP binderBack calculationVoigt modelRheologyAsphalt pavement021105 building & construction0502 economics and businessGeneral Materials ScienceComposite materialDSRRAP binder DSR Mortars Nielsen model Voigt model Back-calculationCivil and Structural Engineering050210 logistics & transportation05 social sciencesBack-calculation; DSR; Mortars; Nielsen model; RAP binder; Voigt model; Civil and Structural Engineering; Building and Construction; Materials Science (all)Building and ConstructionBack-calculationNielsen modelAsphaltKelvin–Voigt materialDynamic shear rheometerMaterials Science (all)MortarConstruction and Building Materials
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Mix design and mechanical performance of geopolymeric binders and mortars using biomass fly ash and alkaline effluent from paper-pulp industry

2019

Abstract This work investigates the use of biomass fly ash (BFA) and an alkaline effluent (AEF), both generated from the Kraft pulp industry, in the preparation of geopolymeric binders and mortars for construction applications. BFA replaced the metakaolin (MK) while the AEF substituted the distilled water used to dissolve NaOH pellets. The mix design aims to maximize the amount of both the wastes and to optimize the materials properties, such as workability and mechanical performance. At the same time, also the environmental impact decreases enhancing the materials' sustainability and facilitating the circular economy. For the previously optimized BFA/MK ratio (70/30 wt.%) several NaOH/Na2S…

Materials scienceBiomass alkaline effluent020209 energyStrategy and ManagementPelletsSettore ICAR/10 - Architettura Tecnica02 engineering and technologyGeopolymerIndustrial and Manufacturing Engineering0202 electrical engineering electronic engineering information engineeringEffluentMetakaolin0505 lawGeneral Environmental ScienceBinderRenewable Energy Sustainability and the Environment05 social sciencesBiomass fly ashBuilding and ConstructionConstruction materialPulp and paper industryMortarCompressive strengthKraft processDistilled waterFly ash050501 criminologyMortar
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Improvements in aggregate-paste interface by the hydration of steelmaking waste in concretes and mortars

2019

[EN] The objective of the experimental work is to study the mechanical properties in self-compacting concretes (SCC) in which part of the limestone aggregate has been replaced by granulated blast furnace slag (GBFS) in different percentages ranging from 0% to 60%. The results show that at early ages the SCC with the largest content in slag tend to have lower compressive strengths due to the poor compacting of the aggregates, although in the long-term their strength increases due to the reactivity of the slag. In fact, at the age of 365 days, the mortars made with the substitution of 50% of cement by ground GBFS reach compressive strength similar to that of the mortar made with 100% of cemen…

Materials scienceCONSTRUCCIONES ARQUITECTONICASGranulated slag0211 other engineering and technologiesMechanical properties02 engineering and technologyengineering.materiallcsh:TechnologyArticlePortlanditechemistry.chemical_compound021105 building & constructionGeneral Materials ScienceComposite materiallcsh:MicroscopyMicrostructurelcsh:QC120-168.85CementAggregate (composite)lcsh:QH201-278.5lcsh:TSlag021001 nanoscience & nanotechnologyCompressive strengthchemistrylcsh:TA1-2040Ground granulated blast-furnace slagvisual_artCalcium silicateSelf-compacting concretevisual_art.visual_art_mediumengineeringlcsh:Descriptive and experimental mechanicslcsh:Electrical engineering. Electronics. Nuclear engineeringMortarlcsh:Engineering (General). Civil engineering (General)0210 nano-technologylcsh:TK1-9971
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Induced Modification of Flexural Toughness of Natural Hydraulic Lime Based Mortars by Addition of Giant Reed Fibers

2020

Abstract Nowadays, there is a growing need to reduce the environmental impact generated by the use of inorganic materials for building applications. The aim of this work is to investigate the bio-lime based mortar flexural toughness improvement due to the addition of common reed fibers (Arundo donax L.) in order to evaluate their possible application as ductile eco-compatible prefabricated bricks or laying and joint mortars for masonry. Different sets of specimens were tested by varying the fiber weight content and the fiber length. Moreover, chemical treatments with Linseed Oil and Polyethylene glycol (PEG) were performed to improve the physical and mechanical properties of the fibers as w…

Materials scienceChemical treatmentsArundo donax L.Materials Science (miscellaneous)0211 other engineering and technologies020101 civil engineering02 engineering and technologyBendingPercentage of fibersengineering.material0201 civil engineeringFlexural strength021105 building & constructionlcsh:TA401-492FiberComposite materialJoint (geology)Tensile testingbusiness.industryHydraulic limeFiber lengthMasonrySettore ING-IND/22 - Scienza E Tecnologia Dei MaterialiengineeringFlexural toughnesslcsh:Materials of engineering and construction. Mechanics of materialsMortarNatural fibersbusinessCase Studies in Construction Materials
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Masonry columns confined with fabric reinforced cementitious matrix (FRCM) systems: A round robin test

2021

Abstract The conservation and the preservation of existing masonry buildings, most of them recognized as cultural heritage, require retrofitting techniques that should reduce the invasiveness and assure reversibility and compatibility with the substrate. In this perspective, the strengthening system should be able to improve the bearing capacity of the structural member and, at the same time, to assure mechanical and material compatibility. The use of Fabric Reinforced Cementitious Matrix (FRCM) composites is now recognized to be suitable for these purposes. Indeed, the inorganic matrix has comparable properties with respect to the existing historical mortars while the fabric has relevant t…

Materials scienceColumnTesting0211 other engineering and technologies020101 civil engineering02 engineering and technologyengineering.materialDesign-oriented modelFRCM0201 civil engineering021105 building & constructionUltimate tensile strengthRetrofittingGeneral Materials ScienceBearing capacityMasonryCivil and Structural Engineeringbusiness.industryGroutColumns Confinement Design-oriented model FRCM Masonry TestingBuilding and ConstructionStructural engineeringMasonrySubstrate (building)Settore ICAR/09 - Tecnica Delle CostruzioniColumnsCompatibility (mechanics)engineeringMortarbusinessMasonry FRCM Confinement Design-oriented model Testing ColumnsConfinement
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