Search results for "Structural engineering"

showing 10 items of 1998 documents

A Fiber Optic Strain Gage Sensor for Measuring Preload in Thick Composite Bolted Joints

2019

Mechanical fastening is a popular choice in joining composites because of the ability to transfer high loads and the ease of assembly and disassembly. In this study, the failure behavior of composite–aluminum single lap bolted joint is investigated. In particular, the effects of varying the preload on the bolt are examined. In order to accurately measure the preload, a specialized sensor that uses a fiber Bragg grating sensor embedded in the bolt is proposed and created. This sensor is realized for the current tests but can be expanded to other applications. An experimental study of bolted single-lap joints varying the tightening torque value has been carried out and, in order to validate t…

Composite materialMaterials sciencebusiness.industryFinite element analysis02 engineering and technologyStructural engineeringSolver021001 nanoscience & nanotechnologyFinite element methodPreload020303 mechanical engineering & transports0203 mechanical engineeringFiber Bragg gratingPreload sensorBolted jointTorqueMechanical fasteningSettore ING-IND/15 - Disegno E Metodi Dell'Ingegneria Industriale0210 nano-technologybusinessJoint (geology)Fiber Bragg sensorStrain gauge
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Are there any differences in various polyaxial locking systems? A mechanical study of different locking screws in multidirectional angular stable dis…

2012

Numerous angular stable plates for the distal radius exist, and technically based comparisons of the polyaxial locking interfaces are lacking. The aim of this mechanical study was to investigate three different locking interfaces of angular stable volar plates by cantilever bending: VA-LCP Two-Column Distal Radius Plates 2.4 mm (Synthes® GmbH, Oberdorf, Switzerland), IXOS® P4 (Martin, Tuttlingen, Germany) and VariAX™ (Stryker®, Duisburg, Germany). We assessed the strength of 0°, 5°, 10° and 15° screw locking angles and tested the bending strength from 10° to 5° angles by cyclic loading until breakage. The final setup repeated the above assessments by inclusion of four locking screws. The si…

Compressive StrengthFrictionbusiness.industryBone ScrewsBiomedical EngineeringRadiusStructural engineeringProsthesis DesignInternal FixatorsMechanism (engineering)Equipment Failure AnalysisCompressive strengthFlexural strengthBreakageElastic ModulusTensile StrengthBone plateUltimate tensile strengthBending momentHumansbusinessRadius FracturesBone PlatesBiomedizinische Technik. Biomedical engineering
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The effect of through-thickness compressive stress on mode II interlaminar fracture toughness

2017

Abstract The effect of through-thickness compressive stress on mode II interlaminar fracture toughness is investigated experimentally and replicated numerically. The modified Transverse Crack Tensile specimen recently proposed by the authors is used, together with an experimental device designed to apply a constant transverse compressive stress on the surface of the specimen. Experiments are conducted using IM7/8552 specimens for different compressive stresses, ranging from 0 to 100 MPa, covering all the practical applications commonly encountered in the aeronautical industry (e.g., tightened filled holes or bolted joints). It is shown that mode II interlaminar fracture toughness increases …

Compressive stressMaterials science/dk/atira/pure/subjectarea/asjc/2200/220502 engineering and technologyStress (mechanics)Settore ING-IND/14 - Progettazione Meccanica E Costruzione Di MacchineFracture toughness0203 mechanical engineeringUltimate tensile strength/dk/atira/pure/subjectarea/asjc/2500/2503Composite materialSettore ING-IND/04 - Costruzioni E Strutture AerospazialiCivil and Structural Engineeringbusiness.industryMode (statistics)Numerical modelsStructural engineering021001 nanoscience & nanotechnologySettore ING-IND/02 - Costruzioni E Impianti Navali E MariniTransverse planeSettore ING-IND/22 - Scienza E Tecnologia Dei Materiali020303 mechanical engineering & transportsCompressive strengthMode II delaminationBolted jointCeramics and CompositesSettore ICAR/08 - Scienza Delle Costruzioni0210 nano-technologybusinessInterlaminar fracture toughnessComposite Structures
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The Economic Impact of Restricted Water Supply: a Computable General Equilibrium Analysis

2007

Water problems are typically studied at the level of the river catchment. About 70% of all water is used for agriculture, and agricultural products are traded internationally. A full understanding of water use is impossible without understanding the international market for food and related products, such as textiles. The water embedded in commodities is called virtual water. Based on a general equilibrium model, we offer a method for investigating the role of water resources and water scarcity in the context of international trade. We run five alternative scenarios, analyzing the effects of water scarcity due to reduced availability of groundwater. This can be a consequence of physical con…

Computable general equilibriumEnvironmental EngineeringWater scarcityNatural resource economicsWater supplyInternational trade and waterSustainable water supply/dk/atira/pure/sustainabledevelopmentgoals/clean_water_and_sanitationWater scarcityFLOWSWater SupplyIRRIGATIONEconomicsComputer Simulationjel:Q25Waste Management and Disposaljel:Q28Water Science and TechnologyCivil and Structural EngineeringComputable General Equilibrium Sustainable Water Supply Virtual Water Water Scarcitybusiness.industryEcological ModelingVirtual waterEnvironmental engineeringAgricultureComputable general equilibriumPollutionTRADEjel:D58Water resourcesModels EconomicPlus:VIRTUAL WATERVirtual waterDESALINATIONAllocative efficiencybusinessSDG 6 - Clean Water and SanitationWater use
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Efficient estimation of tuned liquid column damper inerter (TLCDI) parameters for seismic control of base‐isolated structures

2022

This paper presents an enhanced base-isolation (BI) system equipped with a novel passive control device composed of a tuned liquid damper and an inerter (TLCDI). With the aim of reducing the seismic response of BI systems, this contribution focuses on the design of the TLCDI providing analytical solutions for the optimal TLCDI parameters, easily implementable in the design phase. The effectiveness of the proposed approach in terms of seismic response reduction and computational gain is validated by comparison with classical numerical optimization techniques. The control performance of two different base-isolated TLCDI-controlled structures is assessed by employing real-ground motion records…

Computational Theory and MathematicsInerterBase-IsolationTLCDIBuilding and ConstructionTLCDSettore ICAR/08 - Scienza Delle CostruzioniComputer Graphics and Computer-Aided DesignComputer Science ApplicationsCivil and Structural EngineeringComputer-Aided Civil and Infrastructure Engineering
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Efficient Parallel Nash Genetic Algorithm for Solving Inverse Problems in Structural Engineering

2015

A parallel implementation of a game-theory based Nash Genetic Algorithm (Nash-GAs) is presented in this paper for solving reconstruction inverse problems in structural engineering. We compare it with the standard panmictic genetic algorithm in a HPC environment with up to eight processors. The procedure performance is evaluated on a fifty-five bar sized test case of discrete real cross-section types structural frame. Numerical results obtained on this application show a significant achieved increase of performance using the parallel Nash-GAs approach compared to the standard GAs or Parallel GAs.

Computer Science::Computer Science and Game TheoryMathematical optimizationbusiness.industryBar (music)Structural systemGenetic algorithmStructural engineeringInverse problembusinessAlgorithmFinite element methodMathematicsNash games
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Seismic evaluation of ordinary RC buildings retrofitted with externally bonded FRPs using a reliability-based approach

2020

International audience; Despite the extensive literature on reinforced concrete (RC) members retrofitted with fiberreinforced polymer (FRP) composites, few studies have employed a reliability-based approach to evaluate the seismic performance of RC buildings in terms of their collapse capacity and ductility. In this study, the performance of a poorly-confined RC building structure is investigated for different FRP retrofitting schemes using different configurations and combinations of wrapping and flange-bonded FRPs, as two well-established techniques. A nonlinear pushover analysis is then implemented with a computational reliability analysis based on Latin Hypercube Sampling (LHS) to deter…

Computer science02 engineering and technologyRetrofitting0203 mechanical engineeringRC buildings[PHYS.MECA.SOLID]Physics [physics]/Mechanics [physics]/Solid mechanics [physics.class-ph]RetrofittingCollapse capacityDuctilityReliability (statistics)Civil and Structural EngineeringDuctilitybusiness.industryProbabilistic logicFailure modeStructural engineeringFibre-reinforced plastic021001 nanoscience & nanotechnologyReliability020303 mechanical engineering & transportsLatin hypercube samplingCeramics and Composites0210 nano-technologybusinessMaterial propertiesFailure mode and effects analysisFRP
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A Damage Identification Approach for Offshore Jacket Platforms Using Partial Modal Results and Artificial Neural Networks

2018

This paper presents a damage identification method for offshore jacket platforms using partially measured modal results and based on artificial intelligence neural networks. Damage identification indices are first proposed combining information of six modal results and natural frequencies. Then, finite element models are established, and damages in structural members are assumed by reducing the structural elastic modulus. From the finite element analysis for a training sample, both the damage identification indices and the damages are obtained, and neural networks are trained. These trained networks are further tested and used for damage prediction of structural members. The calculation res…

Computer science020101 civil engineering02 engineering and technologylcsh:Technology0201 civil engineeringWaterlinejacket platformlcsh:Chemistrysymbols.namesake0203 mechanical engineeringGeneral Materials Sciencenatural frequenciesInstrumentationlcsh:QH301-705.5Fluid Flow and Transfer Processesdamage identification indexfinite element modelArtificial neural networkbusiness.industrylcsh:TProcess Chemistry and Technologymodal shapesGeneral EngineeringStructural engineeringFinite element methodlcsh:QC1-999Computer Science ApplicationsIdentification (information)020303 mechanical engineering & transportsModallcsh:Biology (General)lcsh:QD1-999lcsh:TA1-2040symbolsSubmarine pipelinebusinesslcsh:Engineering (General). Civil engineering (General)artificial neural networkslcsh:Physics
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A Novel Solution to Find the Dynamic Response of an Euler–Bernoulli Beam Fitted with Intraspan TMDs under Poisson Type Loading

2020

This contribution considers a virtual experiment on the vibrational response of rail and road bridges equipped with smart devices in the form of damping elements to mitigate vibrations. The internal damping of the bridge is considered a discontinuity that contain a dashpot. Exact complex eigenvalues and eigenfunctions are derived from a characteristic equation built as the determinant of a 4 x 4 matrix

Computer science020101 civil engineeringPoissonian Loading02 engineering and technologylcsh:TechnologyDashpot0201 civil engineeringDamper0203 mechanical engineeringTuned mass damperGeneral Materials ScienceEigenvalues and eigenvectorsCivil and Structural EngineeringGeneralized functionTuned Mass Damperlcsh:TMathematical analysisCharacteristic equationBuilding and ConstructionWhite noiseGeotechnical Engineering and Engineering GeologyComputer Science ApplicationsVibration020303 mechanical engineering & transportsEuler Bernoulli BeamEuler Bernoulli beam Poissonian loading Tuned mass damperSettore ICAR/08 - Scienza Delle CostruzioniInfrastructures
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Image-based 3D reconstruction using traditional and UAV datasets for analysis of road pavement distress

2018

Abstract On local and urban networks, the enduring issue of scarce resources for Maintenance, Rehabilitation, and Reconstruction strategies (MR&R) has led, in many cases, to using unadjusted or poor techniques for road pavement distress detection and analysis, yielding ineffective or even counterproductive results. Therefore, it is necessary to have tools that can carry out quick, reliable and low-cost assessment surveys. This paper aims at validating the use of innovative and low-cost technologies for road pavement analysis, assessing their potentialities for improving the automation and reliability of distress detection. A Structure from Motion (SfM) technique is analyzed at different alt…

Computer science0211 other engineering and technologies02 engineering and technologyRoad pavement distresseTransport engineering021105 building & construction11. Sustainability0202 electrical engineering electronic engineering information engineeringStructure from motionSettore ICAR/04 - Strade Ferrovie Ed AeroportiReliability (statistics)Civil and Structural Engineeringbusiness.industryStructure from motion3D reconstructionLow-cost technologiePavement managementBuilding and ConstructionAutomationDistress3D modelsPavement managementControl and Systems Engineering020201 artificial intelligence & image processingMetric (unit)businessImage basedAutomation in Construction
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