The accurate data can be gained . the paper research the way to analyze and design the motors by finite element programming ( the ansys software ) 本文深入探討如何將ansys有限元軟件應用到電機設計和分析中去的方法,并據(jù)此對集中式繞組的無刷直流電機作一初步分析。
A numerical calculation model of the cooling efficiency of the cooler was built and the numerical simulation was carried out by ansys finite element program 為此,建立了液體冷卻器散熱效率數(shù)值計算模型,并采用ansys有限元程序進行了數(shù)值計算,優(yōu)化了冷卻器結構參數(shù)。
This paper adopts the ducon - zhang soil model , establish a non - linear elastic model of retaining structure of deep foundation pit , and draw up a plane finite element program 本文采用了鄧肯-張土體模型,建立了深基坑支護結構的非線性彈性模型,編制了平面有限元程序。
It has been analyzed the vibration status and energy response of a five - floor shear structure with and without fps isolator using the finite element program 摘要以一個摩擦擺隔震五層剪切型結構為例,采用有限元分析程序,計算分析了隔震與非隔震上部結構振動狀態(tài)和能量響應規(guī)律。
In this paper , finite element program , msc . nastran , was employed to analyse the structural response of the three - dimensional asphalt pavement under the quiescent load 本文采用非線性理論,應用有限元程序msc . nastran對靜載作用下的三維瀝青路面結構模型進行了數(shù)值響應分析。
Based on the model test , analyzed in finite element program , the thesis gives credible data to the design of this bridge and the model test of the same type bridge , 本文以試驗為基礎,理論分析為手段,為茅草街大橋的設計與計算提供依據(jù),其結論也為同類型橋梁結構的設計研究提供借鑒。
Second , based on experimental study and by means of a finite element program named sap2000 , with spring imitating the function of the soil to the construction , 3d elastic analysis has been done 采用彈簧來模擬土對結構物的作用,得到結構在各種荷載作用下的內(nèi)力和位移,并與試驗結果進行了對比。
A two - dimensional finite element program , in digital visual fortran version 6 . 0 language , is developed for the numerical computation . due to time limit , elastic modeling is adopted while writing program 在此基礎上用digitalvisualfortran語言編制了相應的二維彈性有限單元程序,并通過算題論證了程序的準確性。
According to the results of the tests and finite element program , the paper put forward the structure need of the cement - soil mixing pile with concrete core , gives the calculating formula of pile ' s bearing capacity 根據(jù)室內(nèi)外試驗和有限元分析的結果,提出水泥土組合樁的構造要求和水泥土組合樁豎向承載力計算公式。
Finally , two cases of plate loading test are analyzed . the theoretical calculations are compared with measured results . it is showed that the results by the finite element program are close to the measured results 最后結合工程實例進行分析論證,將有限元計算結果和實測值進行對比分析,說明本文所采用的計算模型的合理性。