代码搜索:截面
找到约 370 项符合「截面」的源代码
代码结果 370
www.eeworm.com/read/38039/1091150
mnu sec3dopt.mnu
SEC3D#OPT 3维截面选项
# remove the # sign and enter foreign help string in this line
Sket#On#Pln 平面草绘
Sketch entities on a specified plane.
在一张指定的平面上草绘图元。
Pick#3d#Crv 选出3维曲线
Pick 3d curves or edge as sect
www.eeworm.com/read/38039/1091281
mnu wldisoxsecshp.mnu
X-SEC_SHAPE X-截面形状
#
A A
Make a fillet weld with leg length of size "A".
产生一个焊脚长度为尺寸"A"的角焊缝。
Z Z
Make a fillet weld with throat thickness of size "Z".
产生一个喉部厚度为尺寸"Z"的角焊缝。
A#and#Z A#和#Z
Make a fillet
www.eeworm.com/read/38039/1093015
mnu secttools.mnu
%UNPINNED
SEC#TOOLS 截面工具
Tools provided for Sketcher.
#
Copy#Layout 复制布局
Copy entities from current layout.
从当前布局中复制图元
Copy#Draw 复制图
Copy 2D draft/imported entities from drawing.
从绘图中复制2维绘制/导入的图元
Int
www.eeworm.com/read/38039/1093184
mnu mp_types.mnu
MASS#PROPS 质量属性
Assembly#MP 组件质量属性
Calculate assembly mass properties.
计算组件质量属性
Part#MP 零件质量属性
Calculate part mass properties.
计算零件质量属性
X-section#MP 剖截面质量属性
Calculate cross-section mass properties.
www.eeworm.com/read/399063/7897755
txt e3.02.txt
!EX3.2 自定义多种材料截面
finish
/clear
/prep7
Ro=1.5
Ri=1.0
csys,1
cyl4,,,ri
cyl4,,,ro
aptn,all
wprota,,90
asbwa,all
wprota,,,90
asbw,all
wpcsys
et,1,plane82
mymat1=4
mymat2=7
mp,ex,mymat1,1
www.eeworm.com/read/397861/8018212
txt e3.02.txt
!EX3.2 自定义多种材料截面
finish
/clear
/prep7
Ro=1.5
Ri=1.0
csys,1
cyl4,,,ri
cyl4,,,ro
aptn,all
wprota,,90
asbwa,all
wprota,,,90
asbw,all
wpcsys
et,1,plane82
mymat1=4
mymat2=7
mp,ex,mymat1,1
www.eeworm.com/read/196897/8051543
inp ex2.4.inp
! 2.4 平行杆件与刚性梁连接的热应力问题
.ANSYS程序
FINISH
/CLEAR, START
! (1)定义分析类型、单元类型、截面面积和材料的力学、热学参数
/FILNAME, EX2.4
/PREP7
/TITLE, EX2.4, THERMALLY LOADED SUPPORT STRUCTURE.
ANTYPE, STATIC
ET, 1, LINK1
R
www.eeworm.com/read/196897/8051583
inp ex3.5(1).inp
! 3.5 矩形截面梁的纵横弯曲分析
! 本程序来源于邢静忠编著的《ANSYS应用实例与分析》,科学出版社,2006年
!
FINISH
/CLEAR, NOSTART
/FILNAME, EX3.5(1)
/PREP7
/TITLE, EX3.5(1), TIE ROD WITH LATERAL LOADING, NO STRESS STIFFENING.
! (1)定义求解类
www.eeworm.com/read/264753/11302797
txt ex4-1.txt
FINI
/CLE
/FILNAME,PRESTRESS PROBLEM
/TITLE,EXAMPLE OF PRESTRESS PROBLEM
L=6 !钢筋长度
T=0.05
B=0.25
H=0.4
ARE=3.14E-4 !钢筋横截面积
EAL=2E11
P=1.0E-5 !线膨胀系数
YYL=2000 !钢筋的预加力大小
/PREP7
!定义单元、实常数及材料属
www.eeworm.com/read/402594/11532524
txt ex2.3.txt
!2.3 矩形截面梁的纵横弯曲分析
! 本程序来源于邢静忠等编著的《ANSYS分析实例与工程应用》,机械工业出版社(2004年)
FINISH
/CLEAR, NOSTART
/PREP7
/FileName, EX2.3
/TITLE, EX2.3, TIE ROD WITH LATERAL LOADING, NO STREES STIFFENING
C*** STR. OF