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An Innovative Method Based on In Situ Deformometric Monitoring to Support Decisions for the Structural Restoration of a Historic Panel Painting

Article dans une revue avec comité de lecture
Author
MAZZANTI, Paola
148408 Università degli Studi di Firenze = University of Florence = Université de Florence [UniFI]
1003584 Department of Agriculture, Food, Environment and Forestry [DAGRI]
MARCON, Bertrand
127742 Laboratoire Bourguignon des Matériaux et Procédés [LABOMAP]
148408 Università degli Studi di Firenze = University of Florence = Université de Florence [UniFI]
COCCHI, Linda
148408 Università degli Studi di Firenze = University of Florence = Université de Florence [UniFI]
1003584 Department of Agriculture, Food, Environment and Forestry [DAGRI]
ccGOLI, Giacomo
148408 Università degli Studi di Firenze = University of Florence = Université de Florence [UniFI]
1003584 Department of Agriculture, Food, Environment and Forestry [DAGRI]
ccRIPARBELLI, Lorenzo
148408 Università degli Studi di Firenze = University of Florence = Université de Florence [UniFI]
1003584 Department of Agriculture, Food, Environment and Forestry [DAGRI]
ccUZIELLI, Luca
148408 Università degli Studi di Firenze = University of Florence = Université de Florence [UniFI]
1003584 Department of Agriculture, Food, Environment and Forestry [DAGRI]

URI
http://hdl.handle.net/10985/25548
DOI
10.3390/heritage7080197
Date
2024-08-07
Journal
Heritage

Abstract

This paper describes an innovative method developed by the authors to support basic decisions concerning the structural restoration of a large historical panel painting which had been damaged by inappropriate attachment to a wall and ongoing exposure to severe changes in environmental humidity. The Lapidazione di Santo Stefano is a large panel (2.78 × 3.92 m2) painted by Giorgio Vasari in 1571 and has been housed since then in the Church of Santo Stefano dei Cavalieri in Pisa (Italy). Its wooden support is made of large horizontal planks glued together along their edges and stiffened by vertical, dovetailed crossbeams. The panel was tightly fastened to a church wall with several rigid bolts; due to the moisture cycling produced by rainwater leakage and a subsequent “compression set”, it had developed severe tension stresses perpendicular to the grain, resulting in cracks affecting both the wood and the paint layers. To decide how to carry out the structural restoration of the panel, it was necessary to know whether slippage could occur between the panel and crossbeams during seasonal variations in environmental humidity. Without slippage, tensile stresses would be generated in the wood and could produce further cracks and damage the paint layers. An in situ monitoring method for assessing the possibility of slippage was developed and implemented. An analysis of data collected over a period of 6 months before the structural restoration confirmed that adequate slippage was possible; hence, the decision to fully repair the cracks was taken. Monitoring continued for a year after restoration and confirmed the previous findings. This paper describes the monitoring method, the equipment used, the results of its implementation and its value as a preventive conservation tool.

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