Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Siavash Amirrahmat"'
Publikováno v:
Journal of Dynamic Behavior of Materials. 5:444-462
Fracture is a common failure mode of sand particles when they are subjected to high strain rate (HSR) loading conditions such as blast, impact, or projectile penetration. The constitutive behavior and the failure mode of sand particles are influenced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c5ce13d8f9529730aff0f6fdee99945
https://doi.org/10.1007/s40870-019-00211-0
https://doi.org/10.1007/s40870-019-00211-0
Autor:
Khalid A. Alshibli, Siavash Amirrahmat
Publikováno v:
International Journal of Geomechanics. 21
The distribution of stresses within individual granular particles subjected to one-dimensional (1D) confined compression is affected by various particle-scale properties, such as morpholog...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08e9433c0b4f506b2ee648b027586ebd
https://doi.org/10.1061/(asce)gm.1943-5622.0001986
https://doi.org/10.1061/(asce)gm.1943-5622.0001986
Autor:
Hemant Sharma, Wadi H. Imseeh, Khalid A. Alshibli, Zaher A. Jarrar, Peter Kenesei, Siavash Amirrahmat
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
The mechanisms of force transmission in granular materials is a classic physics problem that has been addressed since the 19th century, when Heinrich Rudolf Hertz investigated the interacti...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10fbebdfb5df5558ddbc433bef10a4bc
https://doi.org/10.1061/(asce)gt.1943-5606.0002241
https://doi.org/10.1061/(asce)gt.1943-5606.0002241
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 42:999-1015
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::654d21afa120b499912b0ea0e39c865f
https://doi.org/10.1002/nag.2779
https://doi.org/10.1002/nag.2779
Recent studies have shown that detection of the onset and evolution of micro shear bands (MSBs) in granular materials can be improved using measurements of the kinematic behavior of particles. Different methods such as the discrete-element method (DE
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c417f9c2c794cb9cf585dd3384a3d940
https://hdl.handle.net/10576/14479
https://hdl.handle.net/10576/14479
