• Nonlinear finite element analysis of 1:10 advanced nuclear power plant prestressed concrete containment model structure subjected to internal pressure is carried out.

    先进核电厂预应力混凝土安全壳1:10模型结构进行作用下的非线性有限元分析

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  • The deformation of rolled piece in conjugate deep cut pass is simulated by finite element method. The error of simulated result is less than 1%.

    有限元共轭变形进行了计算机模拟,模拟计算结果误差小于1%。

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  • The three loading type are studied and analyzed, and calculated with finite element method for compressive stresses and interlaminar shear stresses distribution on 1-3 face.

    本文对加载形式进行了研究分析并用有限元素计算了这三种加载形式1—3面内的应力和层剪应力分布

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  • Vibration mode of 1-3 piezoelectric composites was built and calculated by finite element method, and the results was consistent with the experimental result.

    通过有限元模拟计算,建立1-3型压电复合材料振动模型,得到了实验结果吻合的研究结论。

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  • The specific work includes:(1) At the first, the finite element inversion analysis method of the initial crustal stress field and the measuring method of hydrofracturing crustal stress were expounded.

    首先阐述初始应力场有限元反演分析方法水压致裂法地应力测量方法给出了对小孤山工程适当应力场

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  • The edge finite element interpolation function of 1-forms for prism is derived.

    就三梭柱单元导出了棱有限元法1-形式线性插值基函数

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  • Through finite element method calculation, we analyse the stress and stability of the bank spillway concrete structure in bad conditions for the dam of Yanzhangxi (1) Water Power Station in Longquan.

    通过有限元计算分析龙泉市岩樟溪一级电站拦河坝最不利工况时对岸坡溢洪道结构应力稳定影响。

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  • Finite element model mesh use the high-precision rectangular unit which aspect ratio close to 1.

    有限元模型采用单元边长接近1高精度四边形单元划分网格

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  • Methods: CT and MRI images of the foot of Virtual Chinese Human "female no. 1" were adopted, and the finite element method incorporating geometric and material nonlinearities was used.

    方法采用中国虚拟女性1CT图像MRI图像;应用非线性有限元方法进行生物力学分析。

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  • A finite element program CCGC-1 is compiled to simulate the creep crack growth rate in materials working at elevated temperature.

    编制有限元程序CCGC - 1模拟计算高温材料蠕变裂纹的扩展。

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  • The main contents can be summarized as follows:1 Comprehensive analyzing every working state of the pump auto , eight working states are selected to establish relative finite element modules.

    综合分析各个工作工况选择八个典型工况,建立相应有限元模型。

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  • A planar tube mathematical model of linear FEM (finite element method) and simplified model tube bundle on the scale of 1:4. 4 are used in the study.

    采用了平面线性有限元数学模型1:4.4缩比的简化管束模拟体。

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  • The finite element method is used for computing the displacement of well bore near the oil reservoir in the horizontal fracturing well with 1 ~ 3 fractures.

    有限元分别1 ~3水平裂缝压裂油层附近井眼位移分布进行了计算

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  • The main contents of this paper include:(1) With the method of finite element numerical simulation, forming process of big caliber flange (JB/T4700-2000) was analyzed.

    采用有限元数值分析方法高颈对焊法兰国标JB/T4700-2000)工艺过程进行数值模拟分析。

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  • A new two dimensional numerical analysis program SDA-1 is presented for semiconductor devices. It is applicable to two dimensional finite element numerical analysis of bipolar transistors and MOSFET.

    本文给出一个新的半导体器件数值分析程序SDA1,该程序可对双极晶体管MOS场效应晶体管进行有限元法两维数值分析。

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  • The numerical model of 1-d water infiltration and solute transport through layered soils is constructed by the characteristic finite element method.

    应用特征有限元法非饱和分层土壤水分入渗方程溶质运移方程进行离散化,得到了其特征有限元数值模型

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  • The physiological blood flow in 1-way and 2-way bypass graft of coronary is simulated with finite element method, and the data on computational hemodynamics of these two cases were compared.

    利用有限元分析方法冠状动脉搭桥术单路移植对称双路移植管内生理流动进行了数值模拟情况下的血流动力学计算结果进行了比较。

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  • As illustrated in FIG. 1, at step 102, a finite element model (FEM) representing the physical structure of a heart is generated.

    如图1所示,步骤102中,产生表示心脏物理结构有限元模型(FEM)。

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  • The main work of this paper is as follows: (1) Highlights the damaged concrete plasticity model of the finite element software ABAQUS on the basis of concrete damage in the existing theory.

    本文主要工作如下:(1)现有混凝土损伤理论的基础上重点介绍了介绍ABAQUS有限元软件混凝土损伤塑性模型

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  • The conclusions from the finite element analysis are as follows: 1. The distribution of the tensile force of the tied reinforcement like the wave;

    有限元计算分析得到如下结论:(1拉力沿筋长呈波浪形分布

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  • The prime tasks were summarized as follows: 1. Space finite element analysis of the bridge was accomplished under the dead load and worst-case of live load adopting ANSYS and Midas separately.

    完成主要工作如下1采用ANSYSMidas分别对全在恒最不利载作用下进行了空间有限元分析

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  • The prime tasks were summarized as follows: 1. Space finite element analysis of the bridge was accomplished under the dead load and worst-case of live load adopting ANSYS and Midas separately.

    完成主要工作如下1采用ANSYSMidas分别对全在恒最不利载作用下进行了空间有限元分析

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