Pregled bibliografske jedinice broj: 577124
Simple Mean Free Path Theory for Stresses in a Rapid Granular Flow
Simple Mean Free Path Theory for Stresses in a Rapid Granular Flow // Journal of engineering Mechanics-ASCE, 115 (1989), 6; 1262-1282 doi:10.1061/(ASCE)0733-9399(1989)115:6(1262) (međunarodna recenzija, članak, znanstveni)
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Naslov
Simple Mean Free Path Theory for Stresses in a Rapid Granular Flow
Autori
Babić, Marijan ; Shen, H.H.
Izvornik
Journal of engineering Mechanics-ASCE (0733-9399) 115
(1989), 6;
1262-1282
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
granular materials; constitutive equations; stress; velocity distribution
Sažetak
Kinetic stress for a rapidly deforming granular material is first derived. The derivation uses a simple velocity distribution model together with a mean free path concept. Complete stresses including the collisional stresses are obtained using this method. The results compare favorably with those obtained from other theories and experimental data. This model provides an alternative to the more elaborate perturbation techniques used in determining the velocity distribution function. The close agreement between the results obtained from the present model and theories which use more elaborate velocity distributions suggests that details of the velocity distribution are not as important as the correct averaging method for the computation of stresses in a rapidly deforming granular material.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus