On the statics of silos

被引:28
作者
Evesque, P
de Gennes, PG
机构
[1] Ecole Cent Paris, Lab Mecan Sols & Struct, F-92295 Chatenay Malabry, France
[2] Coll France, Phys Mat Condensee Lab, F-75231 Paris 05, France
来源
COMPTES RENDUS DE L ACADEMIE DES SCIENCES SERIE II FASCICULE B-MECANIQUE PHYSIQUE ASTRONOMIE | 1998年 / 326卷 / 11期
关键词
granular materials; friction; silos; stress-strain relations; plasticity;
D O I
10.1016/S1251-8069(98)80011-0
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The distribution of vertical pressures in a silo filled with grains has been described long ago by Janssen, with two basic assumptions, one on. internal behavior; and one on wall friction. The phenomenological coefficient K-J of Janssen, describing the internal behavior; has been estimated, using apr elastic description of the compression (P. E.). We discuss here ii the precise definition of material displacements ii) the wall function: this is fully mobilised only if the local displacement is larger than a certain 'anchoring length' Delta (of order one micron). From this, we define a characteristic height H*(Delta), between which the Janssen picture fails. (C) Academie des Sciences/Elsevier, Paris.
引用
收藏
页码:761 / 766
页数:6
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