Search results for "Brick masonry"

showing 7 items of 7 documents

Experimental Investigation on the Compressive Behaviour of Clay Brick Masonry Columns Confined by BFRP or Steel Wires

2016

This paper presents the results of an experimental research aiming to investigate on the compressive behavior of full size clay brick masonry columns reinforced with Basalt Fiber Reinforced Cementitious Matrix (BFRCM) or with steel wires collaring. Uniaxial compressive tests were performed on eight retrofitted columns and four control specimens. Two masonry strength were considered by varying the mortar grade. Results are presented and discussed in terms of axial stress-strain relationships, failure modes and crack patterns of the specimens tested up to failure. For the limit of investigated variables, comparisons with unreinforced specimens show the ability of these alternative techniques …

Basalt Fibers Brick Masonry Columns Confinement Experimental Investigation Steel WiresSettore ICAR/09 - Tecnica Delle Costruzioni
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Structural behavior of the old masonry bridge in the Gulf of Castellammare

2016

Abstract Masonry arch bridges represent a very significant part of the heritage of road and railway artworks all over the word and especially in the Mediterranean area, both in terms of: numbers; reduced environmental impact; and static efficiency. In these cases, the cost of maintenance is often limited to the content and channeling of surface water and control of vegetation, which can eventually take root on the joints of the masonry at the shoulders. In masonry bridges, there are no expansion joints or hinges with support equipment or trolleys, as in metal bridges and reinforced concrete ones, or paint, or resin surface protection, all items that affect the cost of maintenance. The perma…

EngineeringServiceability (structure)Brick masonry; Compression; Load-test; Structural analysisHingeStructural analysis020101 civil engineering02 engineering and technologyExpansion jointcomputer.software_genre0201 civil engineeringLoad testing0203 mechanical engineeringmedicineForensic engineeringBrick masonryarches compression load-test structural analysisGeneral Materials ScienceArchbusiness.industryCompressionGeneral EngineeringLoad-testStiffnessStructural engineeringMasonry020303 mechanical engineering & transportsBrick masonryTrainmedicine.symptombusinesscomputer
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Analysis of local shear effects in brick masonry infilled RC frames

2013

Masonry infills panels placed among framed structures meshes have a relevant influence in presence seismic actions in terms of strength stiffness and global displacement capacity. In the case of RC structures, the modifications of internal forces due to infill-frame interaction may be not compatible with surrounding frame members strength especially considering additional shear forces arising at the ends of beams and columns in contact with the panel under lateral actions. Such effects may be in many cases the cause of unexpected brittle collapse mechanisms which compromise the safety of the entire structure. In this paper by means of a double (micromodeling and macromodeling) procedure reg…

Infilled RC framesMasonry veneerRc framesMicromodelLocal shear effectBrick masonry; Equivalent strut; Infilled RC frames; Local shear effects; Micromodel;Settore ICAR/09 - Tecnica Delle CostruzioniMicromodelShear (geology)Computational Theory and MathematicBrick masonryBrick masonryEquivalent strutGeotechnical engineeringGeologyInfilled RC frameCivil and Structural EngineeringLocal shear effects
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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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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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Stainless steel grids for confinement of clay brick masonry columns

2016

This work presents the results of an experimental investigation on the behavior of 21 solid clay brick columns internally strengthened by stainless steel grids placed in the horizontal joints of mortar. This reinforcing technique can be applied as a constructive technique for new construction or as a retrofitting technique for existing structures (old structures to be reconstructed by original constructive method and internal reinforcement). Monotonic compressive loading tests were carried out under concentric and eccentric load. The effects of different numbers of steel grids and eccentricity of the external load were examined. Also, a detailed characterization of the constituent materials…

Materials scienceConcrete and masonry structure0211 other engineering and technologies020101 civil engineering02 engineering and technology0201 civil engineering021105 building & constructionGeneral Materials ScienceGeotechnical engineeringMechanics of MaterialDuctilitySteel gridDuctilityFlexureCivil and Structural EngineeringBrickbusiness.industryMechanical EngineeringCompressionStructural engineeringBuilding and ConstructionMasonryCompression (physics)Strength of materialsSettore ICAR/09 - Tecnica Delle CostruzioniCompressive strengthMechanics of MaterialsBrick masonryStrengthMaterials Science (all)MortarbusinessSize effect on structural strength
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Use of FRP fabrics and stainless steel grids for strengthening brick masonry columns

2016

This work presents the results of an experimental investigation on 42 solid clay brick columns internally strengthened by FRP fabrics or stainless steel grids placed in the horizontal joints of mortar. Monotonic compressive loading tests were carried out under concentric and eccentric load. Eccentric tests were carried out loading the specimens on a reduced area with respect to the entire crosssection producing a D-region. The reinforcing of every course and of alternate courses are studied. The effectiveness of the proposed strengthening techniques is discussed, in terms of increase in strength and energy required to the collapse of brick columns. An analytical expression is proposed that …

Materials sciencebusiness.industryMasonry materialBrick masonryD regionStrengthening (metal)Structural engineeringD regionFibre-reinforced plasticMasonrybusinessReinforcementStainless steel
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