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1)  random shape and size
任意形状颗粒
2)  particle shape
颗粒形状
1.
Effect of particle shape on uniaxial ratcheting of SiC_P/6061Al composites and its microscopic plastic deformation characteristics;
颗粒形状对复合材料单轴棘轮行为及其细观塑性变形特征的影响
2.
Effect of particle shape on biaxial tests simulated by particle flow code
颗粒形状对颗粒流模拟双轴压缩试验的影响研究
3.
It was shown that the particle shape deposited on the copper substrate was very sensitive to the strain extent of substrate.
实验表明沉积在铜表面的铝颗粒形状与局域应力缓释有直接的联系。
3)  grain shape
颗粒形状
1.
Effect of grain shape on incipient motion of non-uniform sediment;
泥沙颗粒形状对非均匀沙起动条件的影响
2.
The zinc powders are classified as ordinary,fine and ultra-fine according to the grain diameter and spherical,lamellar and irregular according to the grain shape.
分析了锌粉的粒径、颗粒形状、金属锌含量对机械镀锌层的影响。
3.
A formula was derived to calculate the dry density of uniform sand with a new method based on establishment of an analysis mode, and the effect of sand grain shape on the dry density of sediment was discussed by introduction of the form index.
指出泥沙颗粒形状对泥沙干密度有较大影响,即泥沙的粒径愈细,形状愈扁平或愈长圆,其干密度就愈小;反之干密度就愈大。
4)  arbitrary shape
任意形状
1.
Boundary element method for pressure calculation of arbitrary shape and mixed boundary reservoir;
用边界元法计算任意形状混合边界的油藏压力
2.
Model constitution and correction of arbitrary shape scattering object;
任意形状散射体模型的建立和修正
3.
The methods are verified against analytical solution for simplified rectangular and round reservoirs, so pressure-transient behaviors characters in two-dimension homogeneous reservoir with arbitrary shape are calculated.
以任意形状二维均质油藏的定解问题为基本的数学模型,推导了实空间和拉氏空间中的边界元数值计算方法。
5)  grain shape
颗粒形状;粒形
6)  shape of TiN particles
TiN颗粒形状
补充资料:ANSYS中在任意面施加任意方向任意变化的压力方法
在任意面施加任意方向任意变化的压力
在某些特殊的应用场合,可能需要在结构件的某个面上施加某个坐标方向的随坐标位置变化的压力载荷,当然,这在一定程度上可以通过ANSYS表面效应单元实现。如果利用ANSYS的参数化设计语言,也可以非常完美地实现此功能,下面通过一个小例子描述此方法。
!!!在执行如下加载命令之前,请务必用选择命令asel将需要加载的几何面选择出来
!!!
finish
/prep7
et,500,shell63
press=100e6
amesh,all
esla,s
nsla,s,1
! 如果载荷的反向是一个特殊坐标系的方向,可在此建立局部坐标系,并将
! 所有节点坐标系旋转到局部坐标系下.
*get,enmax,elem,,num,max
dofsel,s,fx,fy,fz
fcum,add !!!将力的施加方式设置为"累加",而不是缺省的"替代"
*do,i,1,enmax
*if,esel,eq,1,then
*get,ae,elem,i,area !此命令用单元真实面积,如用投影面积,请用下几条命令
! *get,ae,elem,i,aproj,x !此命令用单元X投影面积,如用真实面积,请用上一条命令
! *get,ae,elem,i,aproj,y !此命令用单元Y投影面积
! *get,ae,elem,i,aproj,z !此命令用单元Z投影面积
xe=centrx !单元中心X坐标(用于求解压力值)
ye=centry !单元中心Y坐标(用于求解压力值)
ze=centrz !单元中心Z坐标(用于求解压力值)
! 下面输入压力随坐标变化的公式,本例的压力随X和Y坐标线性变化.
p_e=(xe-10)*press+(ye-5)*press
f_tot=p_e*ae
esel,s,elem,,i
nsle,s,corner
*get,nn,node,,count
f_n=f_tot/nn
*do,j,1,nn
f,nelem(i,j),fx,f_n !压力的作用方向为X方向
! f,nelem(i,j),fy,f_n !压力的作用方向为Y方向
! f,nelem(i,j),fz,f_n !压力的作用方向为Z方向
*enddo
*endif
esla,s
*enddo
aclear,all
fcum,repl !!!将力的施加方式还原为缺省的"替代"
dofsel,all
allsel
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条