Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Mustafa A. Alsaleh"'
Autor:
Dunya N. Al Faraj, Hassan Y. Alhashim, Mustafa A. Alsaleh, Mohammed A. Albahrani, Taleb H. Aldandan, Rawan E. Alsulami, Abdulmonem A. Alsaleh
Publikováno v:
Medical Science. 26:1-7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a392ea33d0b7a027dad843fa26019ae6
https://doi.org/10.54905/disssi/v26i128/ms403e2364
https://doi.org/10.54905/disssi/v26i128/ms403e2364
Autor:
Mohammed Abdullah, Mustafa A Bo Khamseen, Ridha Alomran, Ali A Almohammed saleh, Mohammed A Albahrani, Mustafa A Alsaleh
Publikováno v:
Cureus.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85f579a5aa4e2b939262f44c143bb515
https://doi.org/10.7759/cureus.37091
https://doi.org/10.7759/cureus.37091
Autor:
Babak Ebrahimian, Mustafa I. Alsaleh
Publikováno v:
Mechanics Based Design of Structures and Machines. 51:4007-4031
In this article, the response of an interfacial layer developed along a particulate–continuum interface is explored under two opposite normal confining constraints. To this end, a cohesionless gran...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b073e5239a86a7b853d71b73ad36db7
https://doi.org/10.1080/15397734.2021.1949344
https://doi.org/10.1080/15397734.2021.1949344
Publikováno v:
European Journal of Environmental and Civil Engineering. 25:2337-2369
This article presents the interface shearing behaviour of a granular soil layer in contact with a bounding structure under motion. For this purpose, an elasto-plastic Cosserat continuum model (EPCC...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2498ac1ffc36d270c34e8d5fd942f5b
https://doi.org/10.1080/19648189.2019.1627249
https://doi.org/10.1080/19648189.2019.1627249
Publikováno v:
Continuum Mechanics and Thermodynamics. 30:95-126
Recently, the authors have focused on the shear behavior of interface between granular soil body and very rough surface of moving bounding structure. For this purpose, they have used finite element method and a micro-polar elasto-plastic continuum mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3d3dc5835dcb1935e4cbd1bc98b25bb
https://doi.org/10.1007/s00161-017-0588-4
https://doi.org/10.1007/s00161-017-0588-4
Publikováno v:
Journal of Computational and Nonlinear Dynamics. 13
A physics-based deformable tire–soil interaction simulation capability that can be fully integrated into the monolithic multibody dynamics computer algorithm is developed by extending a deformable tire model based on the flexible multibody dynamics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cbe8d061723f8331fce0e94271ce88a
https://doi.org/10.1115/1.4037994
https://doi.org/10.1115/1.4037994
Publikováno v:
Mechanics Research Communications. 39:28-34
The paper presents FE simulation of shear localization along the interface between cohesionless granular soil layer and a rough surface of bounding structure under large shearing movement. The distribution and evolution of static and kinematic quanti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6683dc6959856fedcd78f94b527d7cbf
https://doi.org/10.1016/j.mechrescom.2011.10.001
https://doi.org/10.1016/j.mechrescom.2011.10.001
Publikováno v:
International Journal of Solids and Structures. 49(2):257-278
The current study presents finite element simulations of shear localization along the interface between cohesionless granular soil and bounding structure under large shearing movement. Micro-polar (Cosserat) continuum approach is applied in the frame
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::012b361a12f3f32fae691b58e18a32cc
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 36:855-880
SUMMARY In this work, the interface behavior between an infinite extended narrow granular layer and a rough surface of rigid body is investigated numerically, using finite element method in the updated Lagrangian (UL) frame. In this regard, the elast
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3c70ae47e66e438af0a80ccacd9545a
https://doi.org/10.1002/nag.1031
https://doi.org/10.1002/nag.1031
Publikováno v:
Interaction and multiscale mechanics. 2:235-261
This study illustrates the differences between the elasto-plastic cap model and Lade\'s model with Cosserat rotation through the analyses of two large-scale geosynthetic-reinforced soil (GRS) retaining wall tests that were brought to failure using a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::74e17b186f79be9a98953549fddd28a1
https://doi.org/10.12989/imm.2009.2.3.235
https://doi.org/10.12989/imm.2009.2.3.235