
Luca Uzielli
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Papers by Luca Uzielli
These characteristics need to be considered, and studied in-depth for each individual WPP, particularly if the aim is to develop a comprehensive understanding of its individual mechanical behaviour. The study provides new computational models calibrated to reproduce the physical and mechanical behaviour of artworks and acting as their ’digital twins’. The models developed contribute significantly to the understanding of the mechanics of these artworks, including the impact of environmental thermo-hygrometric fluctuations and the role of structural elements
such as crossbeams. The results, corroborated by experimental analyses, indicate that environmental variations, both short and long term, exert specific and quantifiable effects on the WPPs, and that the presence of crossbeams significantly influences the distribution of stresses within the panel, particularly affecting the pictorial layers that are often the most susceptible to damage. In this context the generated digital twins serve as an invaluable tool, offering the potential to simulate various risk scenarios or to evaluate the effectiveness of engineered conservation interventions on the WPPs.
Panel Paintings has been in force since several years between OPD (Opificio delle Pietre Dure, Florence) and the Research Group on Wood Technology of DAGRI (University of Florence). In such framework a research is here presented, which for the first time has led to dimensioning rationally (i.e. by means of objective criteria based on Conservation, on Engineering and on Wood Science principles) the stiffness of the crossbeams of an original Panel Painting. Crossbeams typically have a double function: a) to control the deformation of the panel painting when it undergoes climate changes and b) to stiffen the panel painting for handling purposes. If too stiff or too yielding, crossbeams might damage the wooden support or the paint layers; until
today the choice of their stiffness was entrusted to the expert but subjective judgment of the Restorers alone, who therefore have been calling for a confrontation with Wood and Engineering Scientists in order to develop more objective criteria. To satisfy this request the research here mentioned has been carried out, in close collaboration between the Restorers of OPD and the Wood Scientists of DAGRI, to develop a specific protocol allowing for the rational dimensioning of the stiffness of crossbeams. This protocol is based on an engineering modular approach, and
for the first time it has been applied on an original artwork, the Adorazione del bambino e committente attributed to Cesare da Sesto (1514-1520). One of the modules of such protocol is to assess the stiffness of both the crossbeams and the wooden support and, in such framework, this paper presents the non-invasive mechanical tests that were designed and implemented to check in-situ various mechanical parameters (including the axial holding capacity) of the original
nail connections between the crossbeams and the wooden support. Such knowledge might in general be helpful especially during the diagnostic phase, to understand the internal forces still acting into the wood structure, and possibly their influences on the degradation of the paint layers in relation to the behaviour of the wooden support.
tests carried out on wooden panel paintings,
in the context of a close collaboration between the
Opificio delle Pietre Dure and DAGRI (University of
Florence). Starting from the assumption that each panel
painting is a unique entity regarding its composition,
conservation state and history, our approach is now
based on the study of the individual object rather than a
deterministic model. The research considers three main
variables as the origin of the deformation in panel paintings
under climatic variations: the tree ring orientation
of the planks, the emissivity of the paint layer and the
stiffness of the ground layers. The research aim was to
establish a method to determine the deformation behaviour
of panel paintings and the containing effect of the
restraining system, in order to dimension the restraining
system itself on engineering basis. Thus, six Florentine
panel paintings dating from the 14th to the 16th century
were chosen as examples of constituent materials,
construction peculiarities and conservation conditions.
To characterize the panel paintings, each one safely
underwent controlled hygroscopic variations and their
deformation behaviour was measured. The main results
are a) the panel paintings show two different deformation
behaviours, the Flying Wood and the non-Flying
Wood behaviour; b) the paint layers and varnish show
a specific emissivity depending on their specific characteristics;
and c) the stiffness of the ground layers strongly
contributes to the deformation behaviour of their specific
panel painting. For the first time, this research has determined
the hygro-mechanical characteristics of panel
paintings by means of experimental tests and numerical
modelling. Due to the large technical differences of
panel paintings, we consider this approach the only possible
one for dimensioning the restraining system on a
scientific basis that should be necessarily adjusted to the
conservation needs of the individual objects.
AQ1 crossbeams, designed to control the distortion of the panel.When the crossbeams are too stiff or too yielding in relation to the distortion tendency of the panel, significant damage to the artworkmay occur. The evaluation of the factors causing thedamage necessarily relies on the restorer’s experience and wisdom; however, in the framework of a long-standing cooperation between Opificio delle Pietre Dure
(Florence) and the Research Group on Wood Technology of DAGRI Department (University of Florence), an innovative method has been developed to provide additional objective criteria for dimensioning the crossbeams system. A specific protocol was developed, based on an engineering approach and consisting of the following five “modules”: a) a Restoration Plan, developed by restorers and conservators,
b) appropriate mechanical tests to evaluate the stiffness of the painted
panel alone and of the crossbeams alone, c) hygroscopic tests to evaluate the hygro-mechanical behaviour of the painted panel alone, d) appropriate numerical modelling for dimensioning the panel-crossbeams system, and e) numerical and/or experimental verification of the dimensioning. This paper describes such protocol and its first implementation on an original panel painting, the Adorazione del Bambino e Committente (in brief called Nativity) attributed to Cesare da Sesto
(1514–1515).
These characteristics need to be considered, and studied in-depth for each individual WPP, particularly if the aim is to develop a comprehensive understanding of its individual mechanical behaviour. The study provides new computational models calibrated to reproduce the physical and mechanical behaviour of artworks and acting as their ’digital twins’. The models developed contribute significantly to the understanding of the mechanics of these artworks, including the impact of environmental thermo-hygrometric fluctuations and the role of structural elements
such as crossbeams. The results, corroborated by experimental analyses, indicate that environmental variations, both short and long term, exert specific and quantifiable effects on the WPPs, and that the presence of crossbeams significantly influences the distribution of stresses within the panel, particularly affecting the pictorial layers that are often the most susceptible to damage. In this context the generated digital twins serve as an invaluable tool, offering the potential to simulate various risk scenarios or to evaluate the effectiveness of engineered conservation interventions on the WPPs.
Panel Paintings has been in force since several years between OPD (Opificio delle Pietre Dure, Florence) and the Research Group on Wood Technology of DAGRI (University of Florence). In such framework a research is here presented, which for the first time has led to dimensioning rationally (i.e. by means of objective criteria based on Conservation, on Engineering and on Wood Science principles) the stiffness of the crossbeams of an original Panel Painting. Crossbeams typically have a double function: a) to control the deformation of the panel painting when it undergoes climate changes and b) to stiffen the panel painting for handling purposes. If too stiff or too yielding, crossbeams might damage the wooden support or the paint layers; until
today the choice of their stiffness was entrusted to the expert but subjective judgment of the Restorers alone, who therefore have been calling for a confrontation with Wood and Engineering Scientists in order to develop more objective criteria. To satisfy this request the research here mentioned has been carried out, in close collaboration between the Restorers of OPD and the Wood Scientists of DAGRI, to develop a specific protocol allowing for the rational dimensioning of the stiffness of crossbeams. This protocol is based on an engineering modular approach, and
for the first time it has been applied on an original artwork, the Adorazione del bambino e committente attributed to Cesare da Sesto (1514-1520). One of the modules of such protocol is to assess the stiffness of both the crossbeams and the wooden support and, in such framework, this paper presents the non-invasive mechanical tests that were designed and implemented to check in-situ various mechanical parameters (including the axial holding capacity) of the original
nail connections between the crossbeams and the wooden support. Such knowledge might in general be helpful especially during the diagnostic phase, to understand the internal forces still acting into the wood structure, and possibly their influences on the degradation of the paint layers in relation to the behaviour of the wooden support.
tests carried out on wooden panel paintings,
in the context of a close collaboration between the
Opificio delle Pietre Dure and DAGRI (University of
Florence). Starting from the assumption that each panel
painting is a unique entity regarding its composition,
conservation state and history, our approach is now
based on the study of the individual object rather than a
deterministic model. The research considers three main
variables as the origin of the deformation in panel paintings
under climatic variations: the tree ring orientation
of the planks, the emissivity of the paint layer and the
stiffness of the ground layers. The research aim was to
establish a method to determine the deformation behaviour
of panel paintings and the containing effect of the
restraining system, in order to dimension the restraining
system itself on engineering basis. Thus, six Florentine
panel paintings dating from the 14th to the 16th century
were chosen as examples of constituent materials,
construction peculiarities and conservation conditions.
To characterize the panel paintings, each one safely
underwent controlled hygroscopic variations and their
deformation behaviour was measured. The main results
are a) the panel paintings show two different deformation
behaviours, the Flying Wood and the non-Flying
Wood behaviour; b) the paint layers and varnish show
a specific emissivity depending on their specific characteristics;
and c) the stiffness of the ground layers strongly
contributes to the deformation behaviour of their specific
panel painting. For the first time, this research has determined
the hygro-mechanical characteristics of panel
paintings by means of experimental tests and numerical
modelling. Due to the large technical differences of
panel paintings, we consider this approach the only possible
one for dimensioning the restraining system on a
scientific basis that should be necessarily adjusted to the
conservation needs of the individual objects.
AQ1 crossbeams, designed to control the distortion of the panel.When the crossbeams are too stiff or too yielding in relation to the distortion tendency of the panel, significant damage to the artworkmay occur. The evaluation of the factors causing thedamage necessarily relies on the restorer’s experience and wisdom; however, in the framework of a long-standing cooperation between Opificio delle Pietre Dure
(Florence) and the Research Group on Wood Technology of DAGRI Department (University of Florence), an innovative method has been developed to provide additional objective criteria for dimensioning the crossbeams system. A specific protocol was developed, based on an engineering approach and consisting of the following five “modules”: a) a Restoration Plan, developed by restorers and conservators,
b) appropriate mechanical tests to evaluate the stiffness of the painted
panel alone and of the crossbeams alone, c) hygroscopic tests to evaluate the hygro-mechanical behaviour of the painted panel alone, d) appropriate numerical modelling for dimensioning the panel-crossbeams system, and e) numerical and/or experimental verification of the dimensioning. This paper describes such protocol and its first implementation on an original panel painting, the Adorazione del Bambino e Committente (in brief called Nativity) attributed to Cesare da Sesto
(1514–1515).