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Dive into the research topics where Stefania Fortino is active.

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Featured researches published by Stefania Fortino.


Journal of Materials Science | 2013

FEM simulation of the hygro-thermal behaviour of wood under surface densification at high temperature

Stefania Fortino; Andrea Genoese; Alessandra Genoese; Lauri Rautkari

Surface densification of solid wood increases the density on the surface, when compressed by single side heated press. A recent experimental study has pointed out the influence of the process parameters on the development of the density profiles in the modified samples. Numerical modelling can help to optimize the experimental work which is often time consuming and laborious due to the large amount of experiments required to check the influence of the pressing parameters. In the present work, a FEM simulation of the hygro-thermal behaviour of wood under surface densification is proposed by using a three-dimensional hygro-thermal model based on earlier literature approaches. The model is implemented in a user subroutine of the FEM code Abaqus starting from the definition of a weak form of the governing hygro-thermal equations of the problem. The numerical profiles of moisture content and temperature during the wood densification process are simulated for some wood specimens tested in a previous study. Conclusions are given on the relationship between these profiles and the experimental density profiles due to different process parameters.


Journal of Materials Science | 2015

A 3D micromechanical study of deformation curves and cell wall stresses in wood under transverse loading

Stefania Fortino; Petr Hradil; Lauri I. Salminen; Federica De Magistris

The deformation of wood is analyzed using the finite element method to quantify the phenomena in wood cells and cell walls. The deformation curves of computed microstructures are compared to experimental observations in two different loading cases: compression and combination of shear and compression. Simulated and experimental shapes of deformation curves match qualitatively and the deformation shapes exhibit a similar response to change in the loading mode. We quantify the intra-cell-wall stresses to understand the effects of the different layers during the deformation. The results benefit the development of energy efficient mechanical and chemo-mechanical pulping processes for pulp, board, and composite manufacture. In addition, the aspects of cell deformation can be exploited to dismantle the wood to accelerate chemical reactions in biorefinery.


IOP Conference Series: Materials Science and Engineering | 2016

Time-resolved X-ray microtomographic measurement of water transport in wood-fibre reinforced composite material

Arttu Miettinen; Tero Harjupatana; Markku Kataja; Stefania Fortino; Kirsi Immonen

Natural fibre composites are prone to absorb moisture from the environment which may lead to dimensional changes, mold growth, degradation of mechanical properties or other adverse effects. In this work we develop a method for direct non-intrusive measurement of local moisture content inside a material sample. The method is based on X-ray microtomography, digital image correlation and image analysis. As a first application of the method we study axial transport of water in a cylindrical polylactic acid/birch pulp composite material sample with one end exposed to water. Based on the results, the method seems to give plausible estimates of water content profiles inside the cylindrical sample. The results may be used, e.g., in developing and validating models of moisture transport in biocomposites.


Advanced Materials Research | 2013

A Numerical Approach for the Hygro-Thermal Monitoring of Timber Structures under Environmental Conditions

Alessandra Genoese; Andrea Genoese; Stefania Fortino; Petr Hradil

The monitoring of timber structures exposed to natural climate fluctuations during their service life is an important topic for both their serviceability and safety. Numerical methods based on the recent advances in hygro-thermal modelling of wood can integrate the usual sensor-based monitoring techniques by reducing the maintenance costs for timber structures. In this paper, a 3D full coupled analysis based on the multi-Fickian theory with sorption hysteresis of wood is implemented in Abaqus FEM code by defining a new finite element in a user subroutine. To verify the method, the hygro-thermal behaviour of a glulam beam tested in laboratory under variable humidity within a previous research is analysed and the numerical values of moisture content are found to be in agreement with the experimental data. Furthermore, a numerical case-study of a glulam cross section under real climate variations is presented and the related results show the capability of the method to predict the moisture states in each points of the glulam member under continuously variable humidity and temperature.


Mechanics of Time-dependent Materials | 2009

A 3D moisture-stress FEM analysis for time dependent problems in timber structures

Stefania Fortino; Florian Mirianon; Tomi Toratti


Engineering Structures | 2011

NMR imaging study and multi-Fickian numerical simulation of moisture transfer in Norway spruce samples

Sergey V. Dvinskikh; Marielle Henriksson; Antonio Lorenzo Mendicino; Stefania Fortino; Tomi Toratti


Engineering Structures | 2011

Moisture-induced stresses perpendicular to grain in cross-sections of timber members exposed to different climates

Massimo Fragiacomo; Stefania Fortino; Davide Tononi; Irene Usardi; Tomi Toratti


Construction and Building Materials | 2013

Numerical modelling of the hygro-thermal response of timber bridges during their service life: A monitoring case-study

Stefania Fortino; Alessandra Genoese; Andrea Genoese; Lina Nunes; Pedro Palma


Archive | 2012

A simple approach for FEM simulation of Mode I cohesive crack growth in glued laminated timber under short-term loading

Stefania Fortino; Giuseppe Zagari; Antonio Lorenzo Mendicino; Gerhard Dill-Langer


World Conference on Timber Engineering | 2016

Effect of moisture induced stresses on the mechanical performance of glulam beams of Vihantasalmi Bridge

Petr Hradil; Stefania Fortino; Lauri Salokangas; Alessandro Musci; Giovanni Metelli

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Tomi Toratti

VTT Technical Research Centre of Finland

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Petr Hradil

Brno University of Technology

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Arttu Miettinen

University of Jyväskylä

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Kirsi Immonen

VTT Technical Research Centre of Finland

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Petr Hradil

Brno University of Technology

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