Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Gianluca Mazzucco"'
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 114-126 (2021)
The paper deals with the numerical investigation and implementation of the two-surface plasticity model (or bounding surface model). This plasticity theory allows to describe the deformation behavior under large strain cyclic plasticity and the mater
Externí odkaz:
https://doaj.org/article/8ae703e9c0b64b2f96d36efc7590c764
Autor:
Gianluca Mazzucco, Beatrice Pomaro, Giovanna Xotta, Enrico Garbin, Valentina Salomoni, Nico De Marchi
Publikováno v:
Journal of Materials in Civil Engineering. 34
Publikováno v:
International Journal for Multiscale Computational Engineering. 18:129-139
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f5522d092162b623e40b22b4b786a4c0
http://hdl.handle.net/11577/3444339
http://hdl.handle.net/11577/3444339
Autor:
Nicolò Spiezia, Gianluca Mazzucco, Matteo Torresan, Mario Organte, Francesco Paolucci, Didier Combescure, Gerard Gomez, Andrea Garbuglia, Anass El-Ouazzani Tayibi, Hiroyuki Tobari, Marco Boldrin, Pierluigi Zaccaria
Publikováno v:
Fusion Engineering and Design. 186:113341
Publikováno v:
Mathematics and Computers in Simulation. 162:221-232
This work focuses on the numerical modelling of confined concretes when subjected to multiaxial loading accounting for a nonlinear material response. Particularly, an improved return mapping procedure is here presented to cope with the issue of singu
Autor:
Valentina Salomoni, B. Pomaro, Nico De Marchi, Giovanna Xotta, Gianluca Mazzucco, Enrico Garbin
Modeling the post-peak behaviour of brittle materials like concrete is still a challenge from the point of view of computational mechanics, due to the strong nonlinearities arising in the material behaviour during softening and the complexity of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::968846e3e4b632c97e395d663e9faafe
https://doi.org/10.20944/preprints202102.0220.v1
https://doi.org/10.20944/preprints202102.0220.v1
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 57 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 114-126
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 114-126
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 114-126 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 114-126
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 114-126
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 114-126 (2021)
The paper deals with the numerical investigation and implementation of the two-surface plasticity model (or bounding surface model). This plasticity theory allows to describe the deformation behavior under large strain cyclic plasticity and the mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fadd3efa53ed4a21bf6054dbfb956427
http://hdl.handle.net/11577/3391667
http://hdl.handle.net/11577/3391667
Purpose The purpose of this paper is the numerical assessment of concrete behaviour close to failure, via the development of robust elastoplastic models inclusive of damage effects. If mesoscale investigations are to be considered, the model must tak
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::001fd5e9ea70226f2f5adab903b899c6
http://hdl.handle.net/11577/3340389
http://hdl.handle.net/11577/3340389