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5. Translation of Heiberg’s Prolegomena

Author

Spagnuolo, Mario, dell’Isola, Francesco, Gerber, Beatrice, Cazzani, Antonio M., Öchsner, Andreas, Series Editor, da Silva, Lucas F. M., Series Editor, Altenbach, Holm, Series Editor, dell'Isola, Francesco, editor, Eugster, Simon R., editor, Spagnuolo, Mario, editor, and Barchiesi, Emilio, editor

Published
2022
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6. Introductory remarks about the Volume II of the Complete Works of Gabrio Piola

Author

dell’Isola, Francesco, Andreaus, Ugo, Cazzani, Antonio, Barchiesi, Emilio, Öchsner, Andreas, Series Editor, da Silva, Lucas F. M., Series Editor, Altenbach, Holm, Series Editor, dell'Isola, Francesco, editor, Andreaus, Ugo, editor, Cazzani, Antonio, editor, Esposito, Raffaele, editor, Placidi, Luca, editor, Perego, Umberto, editor, Maier, Giulio, editor, and Seppecher, Pierre, editor

Published
2019
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7. A Supplement to the Memoir on the Theory of Pendulum

Author

Cazzani, Antonio, Öchsner, Andreas, Series Editor, da Silva, Lucas F. M., Series Editor, Altenbach, Holm, Series Editor, dell'Isola, Francesco, editor, Andreaus, Ugo, editor, Cazzani, Antonio, editor, Esposito, Raffaele, editor, Placidi, Luca, editor, Perego, Umberto, editor, Maier, Giulio, editor, and Seppecher, Pierre, editor

Published
2019
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8. On the Theory of Pendulum

Author

Cazzani, Antonio, Öchsner, Andreas, Series Editor, da Silva, Lucas F. M., Series Editor, Altenbach, Holm, Series Editor, dell'Isola, Francesco, editor, Andreaus, Ugo, editor, Cazzani, Antonio, editor, Esposito, Raffaele, editor, Placidi, Luca, editor, Perego, Umberto, editor, Maier, Giulio, editor, and Seppecher, Pierre, editor

Published
2019
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9. Piola, Gabrio

Author

dell’Isola, Francesco, Cazzani, Antonio, Andreaus, Ugo, Placidi, Luca, Barchiesi, Emilio, Altenbach, Holm, editor, and Öchsner, Andreas, editor

Published
2020
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18. Pantographic metamaterials: an example of mathematically driven design and of its technological challenges

Author

dell’Isola, Francesco, Seppecher, Pierre, Alibert, Jean Jacques, Lekszycki, Tomasz, Grygoruk, Roman, Pawlikowski, Marek, Steigmann, David, Giorgio, Ivan, Andreaus, Ugo, Turco, Emilio, Gołaszewski, Maciej, Rizzi, Nicola, Boutin, Claude, Eremeyev, Victor A., Misra, Anil, Placidi, Luca, Barchiesi, Emilio, Greco, Leopoldo, Cuomo, Massimo, Cazzani, Antonio, Corte, Alessandro Della, Battista, Antonio, Scerrato, Daria, Eremeeva, Inna Zurba, Rahali, Yosra, Ganghoffer, Jean-François, Müller, Wolfgang, Ganzosch, Gregor, Spagnuolo, Mario, Pfaff, Aron, Barcz, Katarzyna, Hoschke, Klaus, Neggers, Jan, and Hild, François

Published
2019
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21. Di un principio controverso della meccanica analitica di lagrange e delle molteplici sue applicazioni

Author

dell’Isola, Francesco, Andreaus, Ugo, Cazzani, Antonio, Perego, Umberto, Placidi, Luca, Ruta, Giuseppe, Scerrato, Daria, Oechsner, Andreas, Series editor, da Silva, Lucas F. M., Series editor, Altenbach, Holm, Series editor, dell'Isola, Francesco, editor, Maier, Giulio, editor, Perego, Umberto, editor, Andreaus, Ugo, editor, Esposito, Raffaele, editor, and Forest, Samuel, editor

Published
2014
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26. Piola, Gabrio

Author

dell’Isola, Francesco, primary, Cazzani, Antonio, additional, Andreaus, Ugo, additional, Placidi, Luca, additional, and Barchiesi, Emilio, additional

Published
2017
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28. To Francesco dell’Isola

Author

Bersani, Alberto M, primary, Cazzani, Antonio, additional, Eremeyev, Victor A, additional, Giorgio, Ivan, additional, and Spagnuolo, Mario, additional

Published
2022
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29. Solar radiation effects on the Sardinia Radio Telescope performances

Author

Attoli, Alessandro, primary, Poppi, Sergio, additional, Buffa, Franco, additional, Cazzani, Antonio, additional, Fara, Antonietta, additional, Fierro, Davide, additional, Gaudiomonte, Francesco, additional, Marongiu, Pasqualino, additional, Pili, Mauro, additional, Pisanu, Tonino, additional, Sanna, Giannina, additional, Serra, Giampaolo, additional, Stochino, Flavio, additional, and Vargiu, Gian Paolo, additional

Published
2022
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42. Out-of-plane deformation reduction via inelastic hinges in fibrous metamaterials and simplified damage approach.

Author

Spagnuolo, Mario, Yildizdag, M Erden, Pinelli, Xavier, Cazzani, Antonio, and Hild, François

Subjects
HINGES, TORSIONAL stiffness, METAMATERIALS, DEFORMATIONS (Mechanics), DIGITAL image correlation
Abstract

The mechanical behavior of fibrous metamaterials is mainly determined by the interactions between the fibers composing the architecture. These interactions are usually of two different kinds: those directly depending on the positions of the fibers and those that need mediators, usually consisting of hinges, either inelastic or perfect, inducing restrictions on the kinematics of the fiber joints. In cases of interest, it has been observed that hinges can either have a certain torsional stiffness or behave as perfect joints, simply ensuring that the fibers remain interconnected, but not applying any constraint on the relative rotations between them. Here the effect of torsional stiffness of inelastic hinges is studied in two shear tests for a selected fibrous metamaterial. It is shown that the stiffness of hinges can be tailored to avoid, or at least reduce, out-of-plane deformations. Moreover, it is shown that, after reaching a threshold, permanent deformations are observed. This phenomenon is treated in a simplified way, by introducing damage in the continuum model. [ABSTRACT FROM AUTHOR]

Published
2022
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43. The construction materials and static-structural aspects of the Budello tower (Teulada, southwest Sardinia, Italy)

Author

Columbu, Stefano, Picchizzolu, Gian, Cazzani, Antonio, Columbu, Stefano, Picchizzolu, Gian, and Cazzani, Antonio

Abstract

[EN] The Budello tower is located on a slight promontory from which it dominates the entire bay of Teulada and the towers of Sant’Isidoro, Pixinni, Malfatano and Porto Scudo. The tower, built in 1601 with irregular ashlars of local stones (mainly of magmatic-intrusive origin), has a truncated cone shape, an external diameter of 10,2 m and a height of 11,80 m. Inside it consists of a single room, with a domed vault and a central pillar, equipped with a embrasure, a fireplace, a trap door in the cistern, and a staircase, from which the square of arms was accessed. It was a torre de armas garrisoned by: 1 commander (in 1603), 1 artilleryman and 4 soldiers (1767), 1 artilleryman and 3 soldiers (1801), 1 artilleryman and 4 soldiers (1812). Although it underwent several restorations, documented as early as the years 1617-1619, the tower remained generally in good condition until the period 1763-1784, in which new restoration works were carried out including the closure of the parade ground with a classic parapet with gunboats and battlements. Other restoration works are carried out in 1808, 1819 and 1840. The tower remained in operation until 1843. Like all the other coastal fortifications, it was then definitively demilitarized with the Regio Decreto of 25 April 1867. Specific objectives of the research are the petrographic and physical-mechanical analysis of the stones and ancient mortars used in the construction of the tower, the structural analysis of the building and related geometric-constructive characteristics. The final intention is to understand the decay processes taking place on the tower both in terms of materials and static-structural aspects, and to envisage possible restoration interventions to be implemented aimed at its conservation.

Published
2020

50. Are higher-gradient models also capable of predicting mechanical behavior in the case of wide-knit pantographic structures?

Author

Spagnuolo, Mario, Yildizdag, M Erden, Andreaus, Ugo, and Cazzani, Antonio M

Subjects
METAMATERIALS, PANTOGRAPH, BEHAVIOR, FORECASTING, COMPUTER simulation
Abstract

The central theme of this study is to investigate a remarkable capability of a second-gradient continuum model developed for pantographic structures. The model is applied to a particular type of this metamaterial, namely the wide-knit pantograph. As this type of structure has low fiber density, the applicability of such a continuum model may be questionable. To address this uncertainty, numerical simulations are conducted to analyze the behavior of a wide-knit pantographic structure, and the predicted results are compared with those measured experimentally under bias extension testing. The results presented in this study show that the numerical predictions and experimental measurements are in good agreement; therefore, in some useful circumstances, this model is applicable for the analysis of wide-knit pantographic structures. [ABSTRACT FROM AUTHOR]

Published
2021
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