Search results for " Finite Element"

showing 10 items of 145 documents

Vibration Tests and Structural Identification of the Bell Tower of Palermo Cathedral

2019

Background: The recent seismic events in Italy have underlined once more the need for seismic prevention for historic constructions of architectural interest and in general, the building heritage. During the above-mentioned earthquakes, different masonry monumental buildings have been lost due to the intrinsic vulnerability and ageing that reduced the structural member strength. This has made the community understand more that prevention is a necessary choice for the protection of monuments. Objective: The paper aims at demonstrating a strategy of investigation providing the possibility of health judgment, identifying a computational model for the assessment of structural capacity under se…

010504 meteorology & atmospheric sciencesComputer science020101 civil engineeringCompatibility with service loads02 engineering and technology01 natural sciencesBell towerSeismic vulnerabilitylcsh:TH1-97450201 civil engineeringHistorical-monumental buildings0105 earth and related environmental sciencesStructural health monitoringbusiness.industryFinite Element (FE) modelBuilding and ConstructionStructural engineeringSeismometersVibrationIdentification (information)Settore ICAR/09 - Tecnica Delle CostruzioniStructural health monitoring Historical-monumental buildings Seismic vulnerability Compatibility with service loads Seismometers Finite Element (FE) model.Compatibility with service loads; Finite Element (FE) model; Historical-monumental buildings; Seismic vulnerability; Seismometers; Structural health monitoringStructural health monitoringbusinesslcsh:Building construction
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Design of a telescopic tower for wind energy production with reduced environmental impact

2019

A prototype of a telescopic pole for wind energy production with low environmental impact and its lifting system for a 60 to 250 kW turbine and a height of 30 m have been designed and manufactured. A telescopic tower, which is raised and lowered by automation or by remote control, allows to differentiate the presence of the generator within the landscape over time. The technology currently available for lifting and lowering wind turbines is made up of telescopic poles of heights of less than 10 meters and with tilting posts of height below 30 m. Without a state of the art to refer to, the telescopic pole and its lifting system have been designed starting from scratch and solving with innova…

0209 industrial biotechnologyWind powerRenewable Energy Sustainability and the EnvironmentComputer sciencebusiness.industryMechanical Engineering02 engineering and technology021001 nanoscience & nanotechnologyTurbineAutomationIndustrial and Manufacturing Engineeringlaw.inventionSettore ING-IND/14 - Progettazione Meccanica E Costruzione Di Macchine020901 industrial engineering & automationlawManagement of Technology and InnovationTelescopic tower wind turbine tower mechanical design finite element methodGeneral Materials ScienceEnvironmental impact assessment0210 nano-technologybusinessRemote controlDecoupling (electronics)Efficient energy useMarine engineering
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Modelling Aspects in Accumulative Roll Bonding process by Explicit Finite Element Analysis

2013

Accumulative Roll-Bonding (ARB) process is a severe plastic deformation (SPD) process, capable of developing grains below 1 μm in diameter and improving mechanical properties of the material. In this study, the authors compared two different FE-codes with respect of its applicability for numerical analysis of the ARB process. Modelling this process was achieved using the explicit code for Abaqus/CAE both in 2D and 3D. The proposed model was used to assess the impact of ARB cycles on the final material properties. The numerical results in 2D and 3D were compared and contrasted. The research work presented in this paper is focused on the simulation optimization based on CPU time minimization.…

Accumulative Roll Bonding Aluminum alloy Material properties Explicit finite element analysis
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Global-Local model for guided wave scattering problems with application to defect characterization in built-up composite structures

2020

Abstract Predicting scattering of elastic guided waves in multi-layered solid plates with geometrical and/or material discontinuities is of great interest to many fields, including ultrasonic-based Non-Destructive Testing (NDT) and health monitoring of critical structural components (SHM). The problem is complicated by the multimode and dispersive behaviour of the guided waves. This paper describes a unified Global-Local (GL) approach that is computationally efficient in cases that can be very complex in terms of geometry and/or material properties. One example of this is a composite built-up structure. The proposed GL procedure discretizes the “local” region with the scattering discontinui…

AcousticsNon-destructive testingClassification of discontinuitiesScatteringNondestructive testingGlobal-Local methodGeneral Materials ScienceGuided elastic wavePhysicsStructural health monitoringGuided wave testingScatteringbusiness.industryApplied MathematicsMechanical EngineeringCondensed Matter PhysicsFinite element methodDiscontinuity (linguistics)Mechanics of MaterialsComposite structureModeling and SimulationReflection (physics)Ultrasonic sensorSettore ICAR/08 - Scienza Delle CostruzionibusinessSemi-analytical finite element methodInternational Journal of Solids and Structures
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On the Finite Element Simulation of Secondary Operations on Metallic Foams

2007

Metallic foams have been recently introduced also as industrial materials due to their well known advantages. In fact, their low mass in conjunction with the good thermal and mechanical properties push toward an extensive diffusion in manufacturing industry. In the study here addressed, a very accurate investigation concerning the latter two aspects has been carried out. In fact, a secondary manufacturing process, i.e. the foam bending, has been taken into account. Anyway, all the knowledge derived for sheet metal bending is not directly applicable to the foams. A finite element code has been utilized for modeling the foam behavior during the bending processes and an accurate material rheol…

Aluminium Foam Sandwich Aluminum Foam Finite Element Model (FEM)Settore ING-IND/16 - Tecnologie E Sistemi Di Lavorazione
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Shear models of Rc-encased steel joist beams in MRFs

2019

This study presents the application of different analytical and finite element (FE) models aimed at predicting the shear resistance of reinforced concrete (RC) and reinforced concrete-encased steel joist (HRCESJ) beams with inclined transversal reinforcement in moment resisting frames (MRFs). In particular, four analytical models are taken into account, two of them specifically conceived for HRCESJ beams in seismic area. The analytical models considered are Eurocode-2 model for the shear strength of RC beams; a variable-inclination stress-field approach; a strut-and-tie additive model and, finally, an analytical formulation in which the shear capacity depends on the number of pairs of incli…

Analytical models; Finite element models; Hybrid steel-concrete beams; Inclined stirrups; Moment resisting frames; Shear strengthInclined stirrupsShear strengthFinite element modelsInclined stirrupMoment resisting frameHybrid steel-concrete beamAnalytical modelsMoment resisting framesHybrid steel-concrete beamsAnalytical modelFinite element model
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Numerical modelling of the tensile behaviour of BFRCM strips

2019

This paper aims at investigating the tensile behaviour of basalt fibres on cementitious matrix for the strengthening of masonry structures. The use of Basalt Fibre Reinforced Cementitious Matrix (BFRCM) is favourably considered by the scientific community because it represents a natural composite material with high compatibility with stone and masonry substrate. The study is developed through the generation of Finite Element (FE) models capable of reproducing the tensile behaviour of BFRCM strips with different number of layers of grid. For the scope, the micro-modelling approach is adopted assuming different levels of detail for the simulation of the interface constitutive behaviour. Fibre…

Basalt GridFinite Element ModellingBasalt Grid Damage Finite Element Modelling FRCM Interface Tensile behaviourTensile behaviourMaterials scienceInterface (Java)Mechanical EngineeringBasalt Grid; Damage; Finite Element Modelling; FRCM; Interface; Tensile behaviour02 engineering and technologySTRIPSInterface021001 nanoscience & nanotechnologyFRCMlaw.invention020303 mechanical engineering & transportsDamage0203 mechanical engineeringMechanics of MaterialslawUltimate tensile strengthGeneral Materials ScienceComposite material0210 nano-technology
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Global/Local FEM-BEM stress analysis of damaged aircraft structures

2008

In this paper a Hierarchical approach for the analysis of advanced aerospace structures is presented. The proposed Global/Local model uses two kind of numerical methods. The first step of the Hierarchical procedure is performed by the Finite Element code Patran/Nastran™, using a coarse mesh to study the global structure, then the local region is analyzed by using a Boundary Element code based on the multidomain anisotropic technique. This code accurately predicts stress concentrations at crack tips with a reduction of the modeling efforts and of the computational time. The Global/Local interface code implemented allows an intuitive extraction of the local region with a substantial reduction…

Boundary Element Method Finite Element Method Stress Intensity FactorGlobal/Local HierarchicalSettore ING-IND/04 - Costruzioni E Strutture Aerospaziali
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Dynamic analysis of prestressed cables with uncertain pretension

2002

This paper deals with finite element dynamic analysis of prestressed cables with uncertain pretension subjected to deterministic excitations. The theoretical model addressed for cable modeling is a two-dimensional finite-strain beam theory, which allows us to eliminate any restriction on the magnitude of displacements and rotations. The dynamic problem is formulated by referring the motion to the inertial frame, which leads to a simple uncoupled quadratic form for the kinetic energy. The effect of the externally applied stochastic pretension is approximately described by means of an uncertain 'axial' component of stress resultant, which is assumed constant along the cable in its dead load c…

Cable structuresSettore ICAR/08 - Scienza Delle CostruzioniNonlinear finite elementUncertain pretension
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Parallel finite element splitting-up method for parabolic problems

1991

An efficient method for solving parabolic systems is presented. The proposed method is based on the splitting-up principle in which the problem is reduced to a series of independent 1D problems. This enables it to be used with parallel processors. We can solve multidimensional problems by applying only the 1D method and consequently avoid the difficulties in constructing a finite element space for multidimensional problems. The method is suitable for general domains as well as rectangular domains. Every 1D subproblem is solved by applying cubic B-splines. Several numerical examples are presented.

Computational MathematicsNumerical AnalysisFinite element spaceSeries (mathematics)Discontinuous Galerkin methodApplied MathematicsMathematical analysisMixed finite element methodAnalysisFinite element methodExtended finite element methodMathematicsNumerical Methods for Partial Differential Equations
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