在目前颚式破碎机的设计工作中,电机功率的选择主要以经验计算为主,常有计算功率较之需用功率偏大或偏小的现象发生。为分析破碎机在破碎物料过程中功率的变化规律,使用离散元软件EDEM(Engineering Discrete Element Method)建立物料及...在目前颚式破碎机的设计工作中,电机功率的选择主要以经验计算为主,常有计算功率较之需用功率偏大或偏小的现象发生。为分析破碎机在破碎物料过程中功率的变化规律,使用离散元软件EDEM(Engineering Discrete Element Method)建立物料及破碎机的离散元模型。对岩石试件进行点载荷试验,得到其抗拉强度,并在EDEM中模拟物料的压缩试验,对物料BPM(Bonded Particle model)模型参数进行标定,使物料的破碎行为与真实岩石保持一致。在实验室用颚式破碎机内进行岩石的破碎工作,并记录破碎机的功率变化规律,与模拟物料破碎得到的功率变化曲线进行对比,发现两者基本吻合,得到的功耗数据可为电机的合理选择提供一定的参考。展开更多
On the basis of ice- induced forced vibration model, ice- induced displacement responses of offshore fixed platforms are investigated in both time domain and frequency domain. The relationships of ice-induced displace...On the basis of ice- induced forced vibration model, ice- induced displacement responses of offshore fixed platforms are investigated in both time domain and frequency domain. The relationships of ice-induced displacement responses with ice breaking modes, ice acting directions and platform structures are analyzed and determined. The results lead to an important conclusion obtained for the first time that ice breaking frequency and the natural frequency of the first mode of the platform are the two main factors that dominate the degree of vibration. The present work provides a firm basis for both design and operation of fixed platforms against ice loading.展开更多
基金The project was financially supported by China Postdoctor Science Foundationthe Key Project Foundation of the Chinese Academy of Sciences and China National Offshore Oil Corporation
文摘On the basis of ice- induced forced vibration model, ice- induced displacement responses of offshore fixed platforms are investigated in both time domain and frequency domain. The relationships of ice-induced displacement responses with ice breaking modes, ice acting directions and platform structures are analyzed and determined. The results lead to an important conclusion obtained for the first time that ice breaking frequency and the natural frequency of the first mode of the platform are the two main factors that dominate the degree of vibration. The present work provides a firm basis for both design and operation of fixed platforms against ice loading.
