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流固耦合作用對離心泵內(nèi)部流場影響的數(shù)值計算
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for Effect of Fluid-structure Interaction on Flow Field in Centrifugal Pump
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    摘要:

    采用雙向同步求解的方法對離心泵內(nèi)流場和葉輪結(jié)構(gòu)響應進行聯(lián)合求解,,研究了葉輪流固耦合作用對離心泵內(nèi)部流場的影響,。流場模擬基于Reynolds時均化N-S方程和標準k-ε兩方程湍流模型,采用多重坐標系法,;結(jié)構(gòu)響應基于彈性體結(jié)構(gòu)動力學方程。并將計算所得的流道網(wǎng)格變形,、流場靜壓和速度的分布以及徑向力等結(jié)果與非流固耦合計算的流場進行對比分析,。分析結(jié)果表明,流固耦合作用使得流體和固體區(qū)域計算網(wǎng)格發(fā)生微小變形,,這不僅會改變流體對固體載荷的分布,,而且會影響結(jié)構(gòu)對流體的做功作用,從而影響流場的分布,;葉片相對隔舌不同位置時,,葉輪出口處和蝸殼流道內(nèi)流場的靜壓分布變化趨勢不同;流場速度變化主要出現(xiàn)在葉片和葉輪出口附近,;各時間點上徑向力的大小和方向變化較明顯,。

    Abstract:

    A combined calculation for turbulent flow and structure response of impeller was first established using two-way coupling method to study the effect of FSI of impeller on flow field in centrifugal pump. For the calculation, the flow field is based on Reynolds-averaging N-S equations and standard two equation k-ε turbulent model with the multiple reference frame, and the structure response is based on elastic structural dynamic equation. Mesh deformation, the velocity and static pressure distributions and the radial trust were analyzed, comparing with the calculated results without FSI. The analysis results indicate that, a small mesh deformation occurs in fluid and structure domain which leads to not only different distribution of load that is imposed from flow field to structure but also different impact that is made on fluid by structure, resultingly changing the distribution of flow field; the variations of static pressure distribution are different around impeller outlet and volute flow channel, according to the position of the blade relative to the cut-water; the variations of velocity distribution mostly happen around blades and impeller outlet; the magnitude and direction of radial trust have significant changes. 

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裴吉,袁壽其,袁建平.流固耦合作用對離心泵內(nèi)部流場影響的數(shù)值計算[J].農(nóng)業(yè)機械學報,2009,40(12):107-112. for Effect of Fluid-structure Interaction on Flow Field in Centrifugal Pump[J]. Transactions of the Chinese Society for Agricultural Machinery,2009,40(12):107-112.

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