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1.Using the unsteady aerodynamics step responses due to the structural deformation calculated by CFD(computation fluid dynamics) technique,the Volterra kernels are determined,and the generalized unsteady AIC(aerodynamics influence coefficients) in frequency-domain are obtained.
通过CFD(Computation Fluid Dynamics)技术计算得到由结构变形产生的非定常气动力阶跃响应可辨识出Volterra核,由此得到频域的广义非定常气动力影响系数.收藏指正
2.Methodology of numerical computation for elastoplastic deformation of clay
黏土弹塑性变形的数值模拟方法研究收藏指正
3.The mode of the seepage deformation evolution is illuminated by means of theoretical analysis and numerical computation.
测试得到随着渗透变形的发展,堤基内部水头的变化、流量变化以及预留出口出砂面积的变化情况。收藏指正
4.ANALYSIS COMPUTATION ON MATERIAL NONLINEAR AND LARGE DEFORMATION OF FILAMENT WOUND CASE
纤维缠绕壳体材料非线性及大变形分析计算收藏指正
5.Analysis and Computation of the Influence of Assembly Deformation on the Fit Characteristics
装配变形对配合性质影响的分析与计算收藏指正
6.In this paper,the isoparametric quadrilateral elements are used in EPIC-2,the hourglass deformation in the quadrilateral element is analyzed,and then the hourglass modes are controled in the computation of large elastic plastic deformation by introducing the hourglass strains and the corresponding stresses.
该文将四边形等参元用于EPIC-2,通过分析四边形单元产生沙漏现象的原因,引入了沙漏应变、沙漏应力的方法来控制弹塑性大变形中的沙漏现象。收藏指正
7.Results of the computation along the whole span of SRC beam showed that the values of mid-span moment, strain and deformation are maximum, while the mid-span slip value is minimum.
给出徐变函数数学模型,应用钻弹性理论,建立钢骨混凝土梁徐变效应分析模型,研制钢骨混凝土梁徐变效应分析计算程序,研究了钢骨混凝土简支梁在徐变效应影响下的承载能力、应变变化、变形性能及交接面滑移等性能。收藏指正
8.Based on the anti-seismic standards and stability evaluation criteria of high arch dams, the current calculation methods for high arch dams are systematically summarized, which include the rigid body limit equilibrium method, method combing rigid body limit equilibrium and finite element, discontinuous deformation analysis method (DDA), numerical manifold method, interface element method, FE-BE-IBE coupled method, stochastic finite element method, artificial transmitting boundary and explicit FEM, parallel computation and modeling test.
摘要从高拱坝的抗震设防标准及动力稳定安全判定准则出发,对现有的高拱坝计算方法,如刚体极限平衡方法、刚体极限平衡与有限元结合方法、非连续变形分析(DDA)法、数值流形方法、界面元法、有限元-边界元-无限边界元耦合方法、随机有限元、人工透射边界和显式有限元法、并行算法,以及模型试验等进行了归纳。收藏指正
9.Based on the test data of air chamber pushrod force-stroke, a computation model a bout air chamber pushrod force-stroke was established, and calculation formula of actuation deformation characteristics of the drum brake was proposed according to test data.
摘要以制动气室推出力-行程试验数据为基础,建立了气室推杆力与行程的计算模型,根据试验数据提出了鼓式制动器的促动变形特性的计算公式,用试验方法解决了制动器推杆总行程过大的生产实际问题。收藏指正
10.In this paper, the optimum computation method of the slant deformation of a shaft and its evaluating accuracy are investigated according to the difference of observed directional values of each period and by using the indirect adjustment principle to establish the error equation.
本文探讨的是用间接平差原理,根据各期观测的方向值之差,建立误差方程。 直接获得其倾斜变化量的优化计算和精度评定方法。收藏指正
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