Search results for " scienza delle costruzioni"

showing 10 items of 496 documents

A Non-Local Mode-I Cohesive Model for Ascending Thoracic Aorta Dissections (ATAD)

2018

This paper presents a non-local interface mechanical model to describe aortic dissection. In this regard, the mode-I debonding problem based on a cohesive zone modeling is endowed with non-local terms to include long-range interactions that are present in multi-layered biological tissue. Such non-local effects are related to the collagen fibers that transmit forces between non-adjacent elements. Numerical simulations are provided with different values of the non-local parameters in order to show the effect of the non-locality during the debonding processes.

cohesive zone modelSettore MED/09 - Medicina InternaMaterials scienceEnergy Engineering and Power Technologydebonding processIndustrial and Manufacturing Engineeringbiomechanicsnon-local effectsArtificial Intelligencemedicine.arterybiomechanics; cohesive zone model; debonding process; non-local effectsmedicineThoracic aortaInstrumentationdebonding proceAortic dissectionRenewable Energy Sustainability and the EnvironmentMode (statistics)BiomechanicsComputer Science Applications1707 Computer Vision and Pattern RecognitionMechanicsBiological tissuemedicine.diseaseNon localCohesive zone modelComputer Networks and Communicationnon-local effectbiomechanicSettore ICAR/08 - Scienza Delle Costruzioni
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Linear ViscoElastic (LVE) Behaviour of Pure Bitumen via Fractional Model

2012

AbstractBy fitting experimental data from static creep/recovery carried out on pure bitumen, it is shown that the fractional model proposed enables the description of both creep and recovery behaviour with fewer parameters than those needed by other models in the literature. In particular, the model is fitted to experimental data of complex modulus |G*| and phase angle δ° obtained from Dynamic Mechanical Analysis. Lastly, it is demonstrated that when the fractional model is used, complex modulus isotherms for a range of frequencies can be created simply starting from isochronals at f = 1Hz.

complex modulubitumen.Materials scienceMathematical modelPhase angleThermodynamicsModulusDynamic mechanical analysisFractional modelViscoelasticityCreepAsphaltForensic engineeringRange (statistics)Settore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceCreep/recoverySettore ICAR/08 - Scienza Delle CostruzionibitumenComplex modulusProcedia - Social and Behavioral Sciences
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The FE-Meshless multiscale approach applied to masonry structures

2015

Heterogeneous structures have an overall response that is strongly dependent on the inelastic events developing at the local level. In these structures, the most relevant kinematical and mechanical phenomena take place at a scale which is small if compared to the dimensions of the entire structure. In literature, a mesoscopic and a macroscopic scales of interest are distinguished, directly linked to as many theoretical approaches. The mesoscopic approach [1] considers materials and their interfaces individually, but many difficulties arise in the mesh creation and a fine discretization of the structure is needed, which leads to prohibitive computational costs. The macroscopic approach consi…

computational homogenization localization multiscale analysisSettore ICAR/08 - Scienza Delle Costruzioni
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Lower bound limit analysis by bem: Convex optimization problem and incremental approach

2013

Abstract The lower bound limit approach of the classical plasticity theory is rephrased using the Multidomain Symmetric Galerkin Boundary Element Method, under conditions of plane and initial strains, ideal plasticity and associated flow rule. The new formulation couples a multidomain procedure with nonlinear programming techniques and defines the self-equilibrium stress field by an equation involving all the substructures (bem-elements) of the discretized system. The analysis is performed in a canonical form as a convex optimization problem with quadratic constraints, in terms of discrete variables, and implemented using the Karnak.sGbem code coupled with the optimization toolbox by MatLab…

convex optimizationelastoplasticityApplied MathematicsMathematical analysisGeneral EngineeringSGBEMUpper and lower boundsself-equilibrium streNonlinear programmingComputational MathematicsQuadratic equationLimit analysisConvex optimizationCanonical formSettore ICAR/08 - Scienza Delle CostruzioniGalerkin methodBoundary element methodAnalysislower bound limit analysiMathematicsEngineering Analysis with Boundary Elements
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MACRO-ZONES SGBEM APPROACH FOR STATIC SHAKEDOWN ANALYSIS AS CONVEX OPTIMIZATION

2013

A new strategy utilizing the Multidomain SGBEM for rapidly performing shakedown analysis as a convex optimization problem has been shown in this paper. The present multidomain approach, called displacement method, makes it possible to consider step-wise physically and geometrically nonhomogeneous materials and to obtain a self-equilibrium stress equation regarding all the bem-elements of the structure. Since this equation includes influence coefficients, which characterize the input of the quadratic constraints, it provides a nonlinear optimization problem solved as a convex optimization problem. Furthermore, the strategy makes it possible to introduce a domain discretization exclusively of…

convex optimizationshakedownsubstructuringsymmetric BEMSettore ICAR/08 - Scienza Delle Costruzioni
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Delamination study of Z-pinned composite laminates via two-phase interface model.

2008

One of the most effective technique, developed over the last decade, to enhance the strength of the composite laminates in the thickness direction (z-direction), is the through-thickness reinforcement in form of stitching [2], [4] or short rods inserting [3]. These reinforcing fibres, providing direct closure tractions to the potential delamination crack faces (bridging effect), increase the interlaminar fracture toughness. The reinforcement system can be applied extensively to the composite laminate or restricted to those critical structural zones that are subjected to high interlaminar stresses. The through-thickness reinforcement is also used in composite-composite assemblages where, cou…

delamination through-thickness reinforcement interfaceSettore ICAR/08 - Scienza Delle Costruzioni
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STRAIN ENERGY EVALUATION IN STRUCTURES HAVING ZONE-WISE PHYSICAL- MECHANICAL QUANTITIES

2013

Among the possible aims of structural analysis inside some engineering spheres it can be useful to know the strain energy stored in all or in a part of the structure caused by assigned external actions, like the boundary and domain quantities. This serves to evaluate globally whether an assigned portion of structure undergoes an excessive store of energy able to compromise the stability of all the structure. This evaluation can be carried out through boundary work obtained using appropriate boundary generalized quantities connected to the results of the analysis on the whole structure. The advantage consists in using a very restricted number of quantities which, because of the characteristi…

displacement methodSubstructuring approachenergy evaluationSettore ICAR/08 - Scienza Delle Costruzioni
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Strain energy evaluation in structures having zone-wise physical-mechanical quantities

2013

displacement methodsubstructuring approachSGBEMSettore ICAR/08 - Scienza Delle Costruzionienergy evaluation.
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A fractionally-damped duffing oscillator driven by stochastic agencies

2012

duffing oscillator fractionally-dampedSettore ICAR/08 - Scienza Delle Costruzioni
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Non linear analysis of 3D elastoplastic framed structures

2014

elastoplastic frames finite elements lumped hinge modelSettore ICAR/08 - Scienza Delle Costruzioni
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