薄壳单元,shell element,在线英语词典,英文翻译,专业英语

1) shell element

薄壳单元

Based on application of three-dimensional shell elements to simulate thin-walled hydraulic structure,generalized displacement method was presented,and the related calculating formulas were derived,and an effective way to simulate the interaction of thin-walled structure and foundation soil reasonably was provided as well.

提出了基于三维薄壳单元模拟水工薄壁结构的的广义位移,推导了相应的计算公式,为合理模拟薄壁结构与土相互作用提供了一种行之有效的方法。

2) 3 dimensional thin shell element

三维薄壳单元

3) Thin Shell

薄壳

Application of Moldflow in Gate Design of Thin Shell Injection-moulded Product;

Moldflow在薄壳注塑件浇口设计中的应用

Three dimensional semi explicit iteration algorithm for dynamic analysis of thin shells;

薄壳动力分析的三维半显式迭代算法

The nonlinear geometrical equations for thin shell with arbitrary initial geometrical imperfections;

任意初始几何缺陷薄壳的非线性几何方程

4) shell

薄壳

Design of the second order quadric surfaces shell;

关于二次曲面薄壳的设计

This paper is to obtain the simplified equations for critical stresses of thin cylindrical shells of the multi-serial uniform load thrust roller bearing by solving the linear stability Donnell equation, and the nonlinear large deflection of post buckling and defects of the thin cylindrical shell under axia compression are considered.

通过求解Donnell线性稳定性方程 ,同时考虑了轴压圆柱薄壳失稳的非线性跳跃及初始缺陷等影响因素 ,得出多排均载推力轴承中薄壁圆筒临界应力的实用计算式 ,可方便地用于稳定性计算。

This paper is concerned with thin-shell structures of different tensile-compressive moduli.

本文采用不同弹性模量理论对具有拉压不同模量性的薄壳结构进行了较详细的分析和探索，构造了算法，建立了相应的有限元解法。

5) thin shells

薄壳

By introducing reasonable fundamental assumptions and the Green strain in orthogonal curvilinear coordinates,geometric equations expressed by the Green strain tensor for solving thin shells with large deformation are derived in this paper.

将正交曲线坐标下的格林应变张量引入到薄壳大变形分析,通过建立恰当的基本假设,直接导出了用格林应变张量表示的壳体变形几何方程,将该方程代入到本构方程,由能量原理得到了小应变非线性变形平衡方程、内力方程和边界条件,在此基础上提出了大应变变形的简化分析方法。

In this paper,Authors have derived an unified set of equations of elastic stability forthin shells with arbitrary shapes in the method of tensor.

本文用张量导出了任意形状薄壳的统一的弹性稳定性方程组,并且在正交曲线坐标系下化成了以张量的物理分量表示的方程,进而可以将正圆锥壳、球壳、圆柱壳、椭球壳、圆板、矩形板等形状的壳和板作为特例来研究。

6) plastic thinshelled component

薄壳塑件

Numerical simulation on the effect of technological parameters on the warpage of plastic thinshelled component;

成形工艺参数对薄壳塑件翘曲变形影响的数值模拟

参考词条

圆柱薄壳薄壳理论铈薄壳薄壳型薄壳模型薄壳效应薄壳渡槽薄壳弹簧直壁薄壳碟形薄壳砖薄壳原浆着色

补充资料：ANSYS壳单元分析箱梁

! Analysis a box beam section with shell elements of ANSYS
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4

说明：补充资料仅用于学习参考，请勿用于其它任何用途。

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1) shell element 薄壳单元 1. Based on application of three-dimensional shell elements to simulate thin-walled hydraulic structure,generalized displacement method was presented,and the related calculating formulas were derived,and an effective way to simulate the interaction of thin-walled structure and foundation soil reasonably was provided as well. 提出了基于三维薄壳单元模拟水工薄壁结构的的广义位移,推导了相应的计算公式,为合理模拟薄壁结构与土相互作用提供了一种行之有效的方法。 2) 3 dimensional thin shell element 三维薄壳单元 3) Thin Shell 薄壳 1. Application of Moldflow in Gate Design of Thin Shell Injection-moulded Product; Moldflow在薄壳注塑件浇口设计中的应用 2. Three dimensional semi explicit iteration algorithm for dynamic analysis of thin shells; 薄壳动力分析的三维半显式迭代算法 3. The nonlinear geometrical equations for thin shell with arbitrary initial geometrical imperfections; 任意初始几何缺陷薄壳的非线性几何方程 4) shell 薄壳 1. Design of the second order quadric surfaces shell; 关于二次曲面薄壳的设计 2. This paper is to obtain the simplified equations for critical stresses of thin cylindrical shells of the multi-serial uniform load thrust roller bearing by solving the linear stability Donnell equation, and the nonlinear large deflection of post buckling and defects of the thin cylindrical shell under axia compression are considered. 通过求解Donnell线性稳定性方程 ,同时考虑了轴压圆柱薄壳失稳的非线性跳跃及初始缺陷等影响因素 ,得出多排均载推力轴承中薄壁圆筒临界应力的实用计算式 ,可方便地用于稳定性计算。 3. This paper is concerned with thin-shell structures of different tensile-compressive moduli. 本文采用不同弹性模量理论对具有拉压不同模量性的薄壳结构进行了较详细的分析和探索，构造了算法，建立了相应的有限元解法。 5) thin shells 薄壳 1. By introducing reasonable fundamental assumptions and the Green strain in orthogonal curvilinear coordinates,geometric equations expressed by the Green strain tensor for solving thin shells with large deformation are derived in this paper. 将正交曲线坐标下的格林应变张量引入到薄壳大变形分析,通过建立恰当的基本假设,直接导出了用格林应变张量表示的壳体变形几何方程,将该方程代入到本构方程,由能量原理得到了小应变非线性变形平衡方程、内力方程和边界条件,在此基础上提出了大应变变形的简化分析方法。 2. In this paper,Authors have derived an unified set of equations of elastic stability forthin shells with arbitrary shapes in the method of tensor. 本文用张量导出了任意形状薄壳的统一的弹性稳定性方程组,并且在正交曲线坐标系下化成了以张量的物理分量表示的方程,进而可以将正圆锥壳、球壳、圆柱壳、椭球壳、圆板、矩形板等形状的壳和板作为特例来研究。 6) plastic thinshelled component 薄壳塑件 1. Numerical simulation on the effect of technological parameters on the warpage of plastic thinshelled component; 成形工艺参数对薄壳塑件翘曲变形影响的数值模拟参考词条圆柱薄壳薄壳理论铈薄壳薄壳型薄壳模型薄壳效应薄壳渡槽薄壳弹簧直壁薄壳碟形薄壳砖薄壳原浆着色补充资料：ANSYS壳单元分析箱梁 ! Analysis a box beam section with shell elements of ANSYS ! 用ansys的壳体单元分析箱梁 ! Box dimension: 1044m with shell thickness of 0.04m ! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing ! 陆新征，清华大学土木系 ! Aug. 2004 ! Define the Element ! 定义单元 /PREP7 !* ET,1,SHELL93 !* ! Define the section for shells ! 定义壳单元截面 R,1,.04, , , , , , !* ! Define the material ! 定义材料 MPTEMP,,,,,,,, MPTEMP,1,0 MPDATA,EX,1,,200e9 MPDATA,PRXY,1,,.3 ! Setup the model ! 建模 ! Define the keypoints ! 定义关键点 k,1,0,0,0 k,2,4,0,0 k,3,4,4,0 k,4,0,4,0 ! Define the lines ! 定义线 l,1,2 l,2,3 l,3,4 l,4,1 ! Define the section area ! 定义截面 a,1,2,3,4 说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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