我国贮料构筑物建设的发展与回顾

对贮料构筑物 ,尤其是筒仓结构的现状及问题进行了简明的综合评述     

Critical assessment of Eurocode approach to stability of metal cylindrical silos with corrugated walls and vertical stiffeners

The paper deals with stability of steel cylindrical silos composed of corrugated walls and vertical open-sectional stringers. Comprehensive three-dimensional finite element analyses were carried out with perfect slender, semi-slender and squat silos by means of a linear buckling approach. Corrugated walls were simulated as an equivalent orthotropic shell and vertical open-sectional stringers as beam elements. The FE results were compared with the Eurocode approach. In addition, comprehensive FE computations for axially compressed cylindrical shells composed of an orthotropic shell and stringers were carried out. An improvement of standard formulae was proposed.     

浅谈钢板筒仓的通风及其方式

通过分析钢板筒仓储粮采用的几种通风方式,进一步探讨钢板筒仓储粮安全手段,为从事粮食钢板筒仓设计的人员,钢板筒仓用户选用、管理使用提供参考.     

流槽对筒仓双侧壁卸料动态压力分布影响研究

通过模型实验和离散元模拟,研究安装流槽对筒仓动态侧压力环向分布规律的影响,分析颗粒在普通筒仓双侧壁卸料和带流槽双侧壁卸料过程中的力学行为.研究表明:(1)在筒仓0.6～1.1 m深度范围内带流槽筒仓双侧壁卸料工况下侧压力均要小于普通筒仓双侧壁卸料;(2)与大偏心单侧壁卸料模式一样,双侧壁对称卸料模式下同一水平面环向侧压...     

Silo-quake—measurements, a numerical approach and a way for its suppression

Silo-quake can be observed in granular bodies during silo emptying in the form of dynamic effects as pulsations or shocks. Measurements were carried out in full-scale aluminium silos containing potato powder and polymer granulates, and in a model perspex silo containing different fills to investigate this phenomenon. Theoretically, dynamic effects in silos were analysed with a finite element method developed in the frame of a polar (Cosserat) continuum using an elastoplastic and a hypoplastic approach. The onset of a dynamic silo flow with controlled and free outlet velocity in a plane strain model silo was simulated. A reliable, practical method to significantly reduce dynamic effects and to suppress resonance effects in mass flow during silo emptying was proposed. It was verified with experiments and FE-calculations.