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GB50077-2017附录C仓壁贮料压力计算模型研究

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针对GB50077-2017附录C仓壁贮料压力计算模型出现的工况横跳且侧压力不连续的问题,本文通过理论分析指出这些问题均是由侧压力求极值时产生,建议直接采用试算法获得侧压力的最大值及其所对应的破裂角.参数分析表明随着破裂角的不断增大,仓壁侧压力呈现出先增大后减少的趋势,侧压力最大值可直接取界限破裂角对应的侧压力值.传统浅仓计算方法的侧压力系数在各个高径比下均大于附录C侧压力模型的等效侧压力系数.
Research on the Calculation Model of Silo Wall Storage Pressure in Appendix C of GB50077-2017
In response to the problem of working condition contradiction and discontinuous lateral pressure in the calculation model of storage pressure on the silo wall in Appendix C of GB50077-2017,this article points out through theoretical analysis that these prob-lems are all caused by the process of finding the extreme value of lateral pressure.It is recommended to directly use the trial calculation method to obtain the maximum value of lateral pressure and its corresponding rupture angle.Parameter analysis shows that as the rupture angle continues to increase,the lateral pressure on the silo wall shows a trend of first increasing and then decreasing.The maximum value of lateral pressure can be directly taken as the lateral pressure value corresponding to the boundary rupture angle.The lateral pressure coefficient of the traditional shallow silo calculation method is greater than that of the Appendix C model at various aspect ratios.

squat siloslateral pressurestored materialcomputation modelrupture angle

孙广沧、孙巍巍、周先财

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合肥水泥研究设计院有限公司,安徽合肥,230041

南京理工大学土木工程系,江苏南京 210094

江苏新筑预应力工程有限公司,江苏南京 210017

浅圆仓 侧压力 贮料 计算模型 破裂角

2024

水泥工程
南京水泥工业设计研究院有限公司

水泥工程

影响因子:0.118
ISSN:1007-0389
年,卷(期):2024.(1)
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