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Arturo Pascuzzo ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Ammendolea, Domenico / Fabbrocino, Francesco / Leonetti, Lorenzo / Lonetti, Paolo / Pascuzzo, Arturo (2025): An efficient moving-mesh strategy for predicting crack propagation in unidirectional composites: Application to materials reinforced with aligned CNTs. Dans: Composite Structures, v. 352 (janvier 2025).

    https://doi.org/10.1016/j.compstruct.2024.118652

  2. Greco, Fabrizio / Leonetti, Lorenzo / Lonetti, Paolo / Nevone Blasi, Paolo / Pascuzzo, Arturo / Porco, Giacinto (2024): An interface-based microscopic model for the failure analysis of masonry structures reinforced with timber retrofit solutions. Dans: Frattura ed Integrità Strutturale, v. 18, n. 70 (15 août 2024).

    https://doi.org/10.3221/igf-esis.70.12

  3. Greco, Fabrizio / Lonetti, Paolo / Pascuzzo, Arturo (2018): A moving mesh FE methodology for vehicle–bridge interaction modeling. Dans: Mechanics of Advanced Materials and Structures, v. 27, n. 14 (26 décembre 2018).

    https://doi.org/10.1080/15376494.2018.1506955

  4. Greco, Fabrizio / Gaetano, Daniele / Leonetti, Lorenzo / Lonetti, Paolo / Pascuzzo, Arturo / Skrame, Aurora (2022): Structural and seismic vulnerability assessment of the Santa Maria Assunta Cathedral in Catanzaro (Italy): classical and advanced approaches for the analysis of local and global failure mechanisms. Dans: Frattura ed Integrità Strutturale, v. 16, n. 60 (25 mars 2022).

    https://doi.org/10.3221/igf-esis.60.32

  5. Greco, Fabrizio / Leonetti, Lorenzo / Luciano, Raimondo / Pascuzzo, Arturo / Ronchei, Camilla (2020): A detailed micro-model for brick masonry structures based on a diffuse cohesive-frictional interface fracture approach. Dans: Procedia Structural Integrity, v. 25 ( 2020).

    https://doi.org/10.1016/j.prostr.2020.04.038

  6. Ammendolea, Domenico / Greco, Fabrizio / Lonetti, Paolo / Nevone Blasi, Paolo / Pascuzzo, Arturo (2020): Crack growth propagation modeling based on moving mesh method and interaction integral approach. Dans: Procedia Structural Integrity, v. 28 ( 2020).

    https://doi.org/10.1016/j.prostr.2020.11.022

  7. Ammendolea, Domenico / Greco, Fabrizio / Lonetti, Paolo / Pascuzzo, Arturo (2021): An effective modeling approach based on the ALE and M-integral for simulating crack propagation under thermo-mechanical loadings. Dans: Procedia Structural Integrity, v. 33 ( 2021).

    https://doi.org/10.1016/j.prostr.2021.10.096

  8. Greco, Fabrizio / Lonetti, Paolo / Pascuzzo, Arturo (2019): Structural integrity of tied arch bridges affected by instability phenomena. Dans: Procedia Structural Integrity, v. 18 ( 2019).

    https://doi.org/10.1016/j.prostr.2019.08.240

  9. Ammendolea, Domenico / Greco, Fabrizio / Nevone Blasi, Paolo / Lonetti, Paolo / Pascuzzo, Arturo (2020): Strategies to improve the structural integrity of tied-arch bridges affected by instability phenomena. Dans: Procedia Structural Integrity, v. 25 ( 2020).

    https://doi.org/10.1016/j.prostr.2020.04.051

  10. Ammendolea, Domenico / Bruno, Domenico / Greco, Fabrizio / Lonetti, Paolo / Pascuzzo, Arturo (2020): An investigation on the structural integrity of network arch bridges subjected to cable loss under the action of moving loads. Dans: Procedia Structural Integrity, v. 25 ( 2020).

    https://doi.org/10.1016/j.prostr.2020.04.035

  11. Ammendolea, Domenico / Greco, Fabrizo / Lonetti, Paolo / Luciano, Raimondo / Pascuzzo, Arturo (2021): Crack propagation modeling in functionally graded materials using Moving Mesh technique and interaction integral approach. Dans: Composite Structures, v. 269 (août 2021).

    https://doi.org/10.1016/j.compstruct.2021.114005

  12. Lonetti, Paolo / Pascuzzo, Arturo (2014): Design analysis of the optimum configuration of self-anchored cable-stayed suspension bridges. Dans: Structural Engineering and Mechanics, v. 51, n. 5 (septembre 2014).

    https://doi.org/10.12989/sem.2014.51.5.847

  13. Lonetti, Paolo / Pascuzzo, Arturo (2016): A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges. Dans: Frattura ed Integrità Strutturale, v. 10, n. 38 (octobre 2016).

    https://doi.org/10.3221/igf-esis.38.46

  14. Lonetti, Paolo / Pascuzzo, Arturo (2020): A Practical Method for the Elastic Buckling Design of Network Arch Bridges. Dans: International Journal of Steel Structures, v. 20, n. 1 ( 2020).

    https://doi.org/10.1007/s13296-019-00282-8

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