Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Francesco Froiio"'
Autor:
Francesco Froiio, Carlo Callari
Publikováno v:
International Journal for Multiscale Computational Engineering. 18:181-197
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ccbbc3c4b6c1de985d3fbc356ffc142d
https://doi.org/10.1615/intjmultcompeng.2020031422
https://doi.org/10.1615/intjmultcompeng.2020031422
Publikováno v:
Advances in Mechanics and Mathematics ISBN: 9783030492663
We briefly review the elastic properties of granular materials, as explored in numerical studies of simple model materials by the “discrete element method” (DEM). Elastic or quasielastic responses are obtained as stable contact networks are probe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee48a0a82325d1d52074eb4d13249955
https://doi.org/10.1007/978-3-030-49267-0_9
https://doi.org/10.1007/978-3-030-49267-0_9
Autor:
Francesco Froiio, Antonis Zervos
We present a compact, linearized theory for the quasi-static deformation of elastic materials whose stored energy depends on the first two gradients of the displacement (second-grade elastic materials). The theory targets two main issues: (1) the mec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9443c4192d2bc52fa5c2daf8ea519a72
https://eprints.soton.ac.uk/418435/
https://eprints.soton.ac.uk/418435/
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783319994222
A method recently proposed for the computational modeling of backward erosion piping is applied for the numerical back-analysis of some pioneering experimental tests on physical models of cofferdams performed by Marsland (1953).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e4f0c151f8689907dcf18598ceff5ffb
http://hdl.handle.net/11695/80397
http://hdl.handle.net/11695/80397
Publikováno v:
Meccanica
Meccanica, Springer Verlag, In press
Meccanica, Springer Verlag, In press
International audience; We report on a numerical experiment by which we investigated the propagation of an erosion pipe in a water saturated granular soil. The simulation was performed with a two-dimensional implementation of the coupling between the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7d105542e7ed6fbcef8dc856e3301dd7
https://hal.archives-ouvertes.fr/hal-02305966
https://hal.archives-ouvertes.fr/hal-02305966
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2016, 21 (7-8), pp.960-987. ⟨10.1080/19648189.2016.1248794⟩
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2016, 21 (7-8), pp.960-987. ⟨10.1080/19648189.2016.1248794⟩
A granular soil REV located on the upstream side of the erosion pipe front is modelled numerically, at the grain scale, by coupling the Discrete Element Method (DEM) with the Lattice Boltzmann Method (LBM) for the representation of the solid and flui
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ebf6261f23a76c185cb0b94c6cdee95e
https://doi.org/10.1080/19648189.2016.1248794
https://doi.org/10.1080/19648189.2016.1248794
Publikováno v:
Springer Series in Solid and Structural Mechanics ISBN: 9783319488837
This work presents a short account of some recent advances in the numerical simulation of backward erosion piping, accomplished in the framework of a collaborative research between Italian and French research groups. After a brief review of the state
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f380800d888078e4bd332180a0a5d0f4
http://hdl.handle.net/11695/62506
http://hdl.handle.net/11695/62506
Publikováno v:
EPJ Web of Conferences, Vol 140, p 09036 (2017)
A preliminary discrete numerical model of a REV at the front region of an erosion pipe in a cohesive granular soil is briefly presented. The results reported herein refer to a simulation carried out by coupling the Discrete Element Method (DEM) with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b2214abc7f469023b36d0f1f2e5405f1
http://hdl.handle.net/11695/71561
http://hdl.handle.net/11695/71561
Publikováno v:
RILEM Bookseries ISBN: 9789402408669
Use of the Discrete Element Method (DEM) to simulate the asymptotic elastic behaviours of bituminous mixtures (low-temperature-high-frequency or high-temperature-low-frequency) is investigated. Aggregates are represented in the numerical specimen by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e51c144efcca8e338e19dc10fcad5285
https://doi.org/10.1007/978-94-024-0867-6_6
https://doi.org/10.1007/978-94-024-0867-6_6
Autor:
Francesco Froiio, Eleni Gerolymatou
Publikováno v:
European Journal of Environmental and Civil Engineering. 14:1167-1183
We discuss the microstructural origin of stress tensors for granular materials in the context of “non simple” continuum models, of the micropolar and of the second-gradient type. Stress tensors are looked upon as generalised forces in the sense o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35b783fedf359007fa94b91419915cf9
https://doi.org/10.1080/19648189.2010.9693286
https://doi.org/10.1080/19648189.2010.9693286