农业工程学报
農業工程學報
농업공정학보
2013年
24期
72-78
,共7页
施卫东%郭艳磊%张德胜%孟凡有%蒋文军
施衛東%郭豔磊%張德勝%孟凡有%蔣文軍
시위동%곽염뢰%장덕성%맹범유%장문군
泵%转子%模态分析%固有频率%流固耦合%振型
泵%轉子%模態分析%固有頻率%流固耦閤%振型
빙%전자%모태분석%고유빈솔%류고우합%진형
pumps%rotors%modal analysis%natural frequency%fluid-solid coupling%mode of vibration
为了得到大型潜水轴流泵在水介质中的模态分布,并分析水介质对结构模态的影响,该文采用UDF二次开发,运用ANSYS WORKBENCH和APDL命令流耦合的方法,对特大型潜水轴流泵的轴系转动部件进行了考虑预应力情况下的湿模态数值模拟,分别计算了定常和非定常状态下预应力和不存在预应力情况下的固有频率和振型,以及转子部件在真空(干模态)和清水介质(湿模态)中的固有频率和振型,研究了预应力和清水介质对结构模态的影响。分析了不同情况下造成模态分布差异的原因,为下一步进行更加复杂的动力学分析、疲劳分析以及结构优化奠定基础。
為瞭得到大型潛水軸流泵在水介質中的模態分佈,併分析水介質對結構模態的影響,該文採用UDF二次開髮,運用ANSYS WORKBENCH和APDL命令流耦閤的方法,對特大型潛水軸流泵的軸繫轉動部件進行瞭攷慮預應力情況下的濕模態數值模擬,分彆計算瞭定常和非定常狀態下預應力和不存在預應力情況下的固有頻率和振型,以及轉子部件在真空(榦模態)和清水介質(濕模態)中的固有頻率和振型,研究瞭預應力和清水介質對結構模態的影響。分析瞭不同情況下造成模態分佈差異的原因,為下一步進行更加複雜的動力學分析、疲勞分析以及結構優化奠定基礎。
위료득도대형잠수축류빙재수개질중적모태분포,병분석수개질대결구모태적영향,해문채용UDF이차개발,운용ANSYS WORKBENCH화APDL명령류우합적방법,대특대형잠수축류빙적축계전동부건진행료고필예응력정황하적습모태수치모의,분별계산료정상화비정상상태하예응력화불존재예응력정황하적고유빈솔화진형,이급전자부건재진공(간모태)화청수개질(습모태)중적고유빈솔화진형,연구료예응력화청수개질대결구모태적영향。분석료불동정황하조성모태분포차이적원인,위하일보진행경가복잡적동역학분석、피로분석이급결구우화전정기출。
Based on method of fluid-solid coupling, a model of the large submersible axial-flow pump (1600QZ55-1100) rotating component which contains an impeller,axis and hub was studied by means of a second development of UDF and coupling WORKBENCH with APDL command. It obtained the natural frequencies and mode of vibration of a rotating component in a vacuum with pre-stress was considered, and pre-stress was not considered. Furthermore, it also achieved the natural frequencies and mode of vibration of a rotating component in water with pre-stress considered. All the above were studied in a steady condition. However, the axial-flow pump works in an unsteady condition in fact. This paper studied the effect of an unsteady condition on the structure mode too. The result showed that the natural frequencies of considering pre-stress in a steady condition are larger than those of not considering pre-stress, especially that the natural frequency corresponding to a longitudinal mode of vibration is 20%larger in a condition of considering pre-stress, and the natural frequencies of a structure in water decrease by about 10% compared with those in a vacuum. On the other hand, the first-order natural frequency in unsteady condition changes periodically with time, yet the range of that is so narrow that it could be regarded as steady. The narrow range of the first-order natural frequency that results from the range of the force on a structure in an unsteady condition is pretty narrow, compared with the huge axial force. It proved that the result in a steady condition was correct. The reason that caused the natural frequencies to increase with pre-stress considered in a vacuum is that the force on the structure results in the stress stiffening of structure, so that the stiffness of the structure in all directions is enhanced, especially the huge axial force on the structure lead to the natural frequencies increasing by 20% corresponding to a longitudinal mode of vibration. The effect of the damping of water was the main reason that makes the natural frequencies of a structure in water decrease, which also reduces the value of the amplitude of all modes of vibration at the same time. Thereby, the modal distribution consistent with the actual situation could be obtained, which can provide a theoretical basis for improving system performance and further study for more complicated dynamics analysis and fatigue analysis.