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1)  cylindrical buckling
柱形屈曲
1.
The solution of the cylindrical buckling problems of piezoelectric laminatedprates is presented in the context of the mathematical elastic theory- Due to the complexity of eigen-value problem resulted in, the critical load of buckling must be solved numerically.
导出了压电介质弹性稳定性问题的控制微分方程,提出了压电层合板柱形屈曲的数学弹性力学解法。
2)  rod buckling
杆柱屈曲
1.
The principle of rod buckling and the eccentric wearing status of rod were analyzed.
对杆柱屈曲的原因、规律和偏磨状态以及偏磨机理进行了分析,研制并应用聚合物驱低摩阻柱塞泵解决了摩阻小、漏失量也小的难题。
3)  column squirm
柱屈曲
1.
Based on the model,the column squirm features is analyzed,and the buckling mode and buckling critical loading is obtained.
多层多波波纹管柱屈曲性有限元分析模型规模大、非线性问题突出,不易于收敛。
4)  the buckling of drill string
钻柱屈曲
1.
Using the knowledge of solid mechanics, hydrodynamics, and mathematics and so on and based on the works of the predecessors and the new research results, this thesis establishes the mathematics models for the power consuming of unload, cutting rock power and the buckling of drill string.
本文应用固体力学、流体力学、数学等方面的知识,在借鉴前人的研究成果的基础上,建立了钻柱空转功率、钻进碎岩功率消耗和钻柱屈曲的数学模型。
5)  buckling deformation
屈曲变形
1.
To get the buckling deformation,configuration and restraint forces of tubular strings sealed in packers,the buckling behavior of tubing neared parkers was analyzed in this paper.
鉴于此,取管柱微元体进行受力分析,根据平衡条件和小挠度梁屈曲理论,得到了紧靠封隔器段平面屈曲管柱及螺旋屈曲管柱的屈曲变形微分方程;根据屈曲变形微分方程,利用边界条件得到了紧靠封隔器的平面屈曲管柱的挠度,推导出了封隔器对管柱的约束力和约束弯矩,可供管柱强度校核及封隔器胶筒设计参考。
2.
By using of the constitutive model developed by the higher-order Cauchy-Born rule and moving least square meshless method,buckling deformation for single walled carbon nanotube (7,7) is investigated in detail.
目前的研究结果与基于分子动力学的计算结果取得了很好的一致,同时进一步揭示了其压缩屈曲变形前后的变形机理。
6)  casing buckling
屈曲变形
1.
Finite element analysis of casing buckling in casing drilling;
套管钻井中套管屈曲变形的有限元分析
2.
The casing buckling is analyzed with FEM in casing drilling.
针对套管钻井过程中套管易发生屈曲变形问题,进行了有限元分析。
补充资料:V形柱式支座
分子式:
CAS号:

性质:每两根支柱组成一组呈V字形结构,每组支柱与球形容器的赤道圈等距离相连,柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切,相对赤道平面的垂线向内倾斜2°~3°,因而在连接处可产生一向心水平力,增加了基础的稳定性。

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