Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Paolo Nevone Blasi"'
Autor:
Fabrizio Greco, Lorenzo Leonetti, Paolo Lonetti, Paolo Nevone Blasi, Arturo Pascuzzo, Giacinto Porco
Publikováno v:
Frattura ed Integrità Strutturale, Vol 18, Iss 70 (2024)
This paper presents a refined Finite Element (FE) modeling strategy for analyzing the failure behavior of regular masonry structures reinforced with timber-based retrofit solutions. The proposed model schematizes the masonry as brick units, modeled u
Externí odkaz:
https://doaj.org/article/a779452ad0024a24b88313d43c8f0ab8
Publikováno v:
Materials, Vol 17, Iss 3, p 705 (2024)
Recent studies have shown that the mechanical properties of bioinspired periodic composite materials can be strongly influenced by finite deformation effects, leading to highly nonlinear static and dynamic behaviors at multiple length scales. For ins
Externí odkaz:
https://doaj.org/article/1940cd233c6b4540a1735e8671e16de8
Autor:
Umberto De Maio, Daniele Gaetano, Fabrizio Greco, Paolo Lonetti, Paolo Nevone Blasi, Andrea Pranno
Publikováno v:
Buildings, Vol 13, Iss 5, p 1139 (2023)
The ability to manipulate concrete-based and composite materials at the nanoscale represents an innovative approach to improving their mechanical properties and designing high-performance building structures. In this context, a numerical investigatio
Externí odkaz:
https://doaj.org/article/fd3a7a777e264333ab717369ea0ac062
Publikováno v:
Procedia Structural Integrity. 39:677-687
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58621fc1b392ab5f73f00dc6f17f4fac
https://doi.org/10.1016/j.prostr.2022.03.141
https://doi.org/10.1016/j.prostr.2022.03.141
Publikováno v:
Procedia Structural Integrity. 41:439-451
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ddf1b8c0ad4ab26aca86d9ab1ff7eab
https://doi.org/10.1016/j.prostr.2022.05.050
https://doi.org/10.1016/j.prostr.2022.05.050
Publikováno v:
Procedia Structural Integrity. 41:598-609
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::118944ce417d5091e71d8e556efd90b8
https://doi.org/10.1016/j.prostr.2022.05.068
https://doi.org/10.1016/j.prostr.2022.05.068
Autor:
Fabrizio Greco, Paolo Nevone Blasi, David A. Cendón, Andrea Pranno, Umberto De Maio, Lorenzo Leonetti
Publikováno v:
Procedia Structural Integrity. 33:954-965
The accurate analysis of cracking phenomena in the concrete structures has been a research topic of growing interest over the past few decades, with notable developments in the modeling techniques based on either smeared or discrete fracture approach
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3fe38e1fdc61594e710d938b323fdb2
https://doi.org/10.1016/j.prostr.2021.10.106
https://doi.org/10.1016/j.prostr.2021.10.106
Publikováno v:
Procedia Structural Integrity. 25:454-464
A numerical study is proposed to investigate the nonlinear behavior of steel tied-arch bridges, whose arch ribs are inclined inwardly. The main aim of the paper is to assess if the arch rib inclination may be an effective strategy to enhance the stru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a73dc37c5ff6fa5a5295adb8b5705571
https://doi.org/10.1016/j.prostr.2020.04.051
https://doi.org/10.1016/j.prostr.2020.04.051
Publikováno v:
Procedia Structural Integrity. 28:1981-1991
This study presents a novel modeling strategy for predicting crack propagation phenomena in linear elastic continuum media under external loading conditions. The model combines the Moving Mesh method with Interaction integral approach in a FE framewo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d69728db33268aa29958cbbba6aa81b5
https://doi.org/10.1016/j.prostr.2020.11.022
https://doi.org/10.1016/j.prostr.2020.11.022
Publikováno v:
Engineering Failure Analysis. 139:106452
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60a67a6c3262962dda733cfd470131cb
https://doi.org/10.1016/j.engfailanal.2022.106452
https://doi.org/10.1016/j.engfailanal.2022.106452