[ANSYS]中厚板轧制分析

我完成了对于ANSYS的基本认识,现在我就开始我的第一个实例,中厚板轧制分析,由于时长所限制我目前只给出求解之前的步骤

主要参数计算:

Concept

在图片里我们给出了轧件咬入时候的受力分析。

公式:$$ P = 2k\sqrt{R\Delta h} $$

式子中:P为轧制力,2k为平均屈服应力,R为轧辊半径,$$ \Delta H $$ 为轧件的压下量。

而咬入的条件为:$$\mu > tan \alpha$$

式子中 $$ \mu $$为摩擦因素,$$\alpha $$为咬入角

最大压下量为:$$ \Delta h{max} > \mu^{2}R{max} $$

式子中:$$\Delta h{max}$$为最大压下量,$$R{max}$$为轧辊的最大半径

中厚板的轧制实例

这里我们建个模,设置初始条件有:

初始速度$$v_{0}$$为5.8 m/s

轧辊的角速度$$ \omega $$为6.28 Rad/s

$$ F{s} $$ = 0.35 , $$ F{d} $$= 0.2

对于轧件:

  • 密度$$ \rho = 7850 kg/m^{3} $$
  • $$ E = 1.17*10^{11} Pa $$
  • $$ \nu = 0.36 $$
  • $$ \sigma_{Y} = 5.8*10^{7} Pa $$
  • $$ \sigma_{tan} = 9*10^{6} Pa $$

对于轧辊

  • 密度$$ \rho = 7850 kg/m^{3} $$
  • $$ E = 2.1*10^{11} $$
  • $$ \nu = 0.3 $$

由于轧件在轧制过程中是对称分布,则我取了模型的1/4进行求解,同时将模型的密度放大100倍进行分析,缩短计算时间。

ANSYS分析

  1. 启动ANSYS

1.1 以GUI模式进入ANSYS,同时在licensel栏中选择LS-DYNA。(由于我的计算机并不支持CUDA并行计算,所以并没有开启GPU加速,有Nvidia显卡的同学可以选择开启此项功能)

1.2 选择File Management对话框,在总路径下面为新工程建立一个子路径:ansysProduct/myHomework,工作名取为myHomework。

1.3其他选项保持MEI认值,单击Run按钮进入ANSYS 10.0操作界面。

2.设定标题

选择菜单Utility Menu > File > Change Jobname 弹出对话框,输入myHomework,在New log and error files中选择Yes,单击OK按钮确认并且关闭对话框。

3.定义单元类型

3.1 选择菜单 Main Menu > Preprocessor > Element Types > Add/Edit/Delete ,弹出Element Types 对话框。

3.2 单击Add… 按钮,弹出Library of Element Types 对话框,在 LS-DYNA
Explicit下选择 3D Solid 164

3.3单击OK,退出后,点击Close ,关闭Element Types 对话框

3.4 (定义材料的模型)选择菜单Main Menu>Preprocessor>Material Props >Material Models,弹出Define Material Model Behavior出现了Material Model Number 1,在对话框右边选择LS-DYNA >Nonlinear > Inelastic >Isotropic Harding > Bilinear Isotropic,在DENS(密度)输入785000,EX输入1.17E+011,NUXY输入0.36,Yield Stress 输入5.8E+077,Tangent Modulus 输入9E+006,如下图所示。

3.5(定义第二个材料模型)同样的,选择菜单栏中的Material > New Model,弹出的Define Material ID对话框,输入2。在右边窗口中选择LS-DYNA >Rigid Properties,定义轧辊材料。这个时候在DENS输入785000,EX输入2.1E+11,NUXY输入0.3,Translation Constraint Parameter(平移约束参数)处选择All disps, Rotational Constraint Parameter(旋转约束参数)出选择Y and Z rotate。单击OK后关闭对话框后,在Material 菜单下单击QUIT,退出对话框。

4.建立几何模型

4.1 选择Main Menu > Preprocessor > Modeling > Create > Keypoint > In Active CS ,选择Crete Keypoints in Active Coordinate System 对话框,在X,Y,Z处依次填入 -0.001 , 0.0016,单击Apply

4.2 在 X,Y,Z依次填入-0.001,0.506,0,单击Apply

4.3分别填入 0.6,0.506,0,单击Apply

4.4 分别填入0.6,0.016,0,单击OK,退出Create Keypoints in Active CS (1,2,3,4标号均已经给出,如下图)

4.5(画直线)选择 Main Menu > Preprocessor > Modeling > Create >Lines>Lines > Straight Lines , 依次点击 1 和2,2和3,3和4,4和1,在前三步点击Apply,在最后一项上点击OK完成直线的绘制。

4.6(显示线框的编号)在Utility Menu > Plot Ctrls >Numbering,弹出Plot Numbering Controls,将Lines numbers 设置为On,单击OK,然后在 Utility Menu > Plot > Lines 使得图形窗口中显示线。这里我们可以看到:

4.7(画出轧棍)在 Main Menu > Preprocessor > Modeling > Create > Areas > Arbitrary > By Lines,按照顺序单击L1,L2,L3,L4,完成截面的建立,选择Main Menu > Preprocessor > Operate > Extrude > Areas > About Axis ,弹出Sweep Areas about 对话框,在图形窗口中选择我们刚刚绘制出的A1(Area 1),单击OK,在接下来弹出来的Sweep Areas about Axis对话框中,在ARC栏中输入360,单击OK完成轧辊的几何模型,同时退出Sweep Areas about Axis

4.8(画出轧件)在 Main Menu > Preprocessor > Modeling > Create > Volumes > Block > ByDimensions弹出的对话框在X-coordinates中输入0,0.5,在Y-coordinates中输入0,0.02,在Z-coordinates中输入-0.15,-0.65.单击OK完成轧辊的几何模型,同时也可以显示出轧辊的几何模型。

5.划分网格

5.1 (体的标号)选择 Utility Menu > Plot Ctrls > Numbering 所弹出的对话框中设置Volume numbers 为on,单击OK退出Plot Numbering Controls,并且在Utility Menu> Plot >Volumes中显示体。

5.2(选择轧件)在Utility Menu > Select > Entities所弹出的Select Enti…对话框中选择Volume,By Num/Pick,选择V5(轧件),单击OK。

5.3(只选择轧件)在Utility Menu> Select>Everything Below>Selected Volumes ,在选择的体下编辑。同时在Utility Menu>Plot>Lines中显示轧辊的所有的线。

5.4(设定划分曲线的形式)选择Main Menu > Preprocessor > Meshing >Mesh Attributes > Default Attribs弹出Meshing Attributes 在[MAT]中选择1(板坯轧件),单击OK退出

5.5(划分网格的尺寸控制)选择Main Menu>Preprocessor >Meshing >Size Cntrl >ManualSize >Lines >Picked Lines,弹出Element Size On…对话框。

5.6(长的网格分段)在图形窗口中选择L30,31,32,33,在Element Size On对话框中单击Apply,弹出Element Size On Picked Lines对话框,在NDIV No. of element divisions中输入51。单击Apply。

5.6(宽的网格分段)在图形窗口中选择L23,25,26,28,在Element Size On对话框中单击Apply,弹出Element Size On Picked Lines对话框,在NDIV No. of element divisions中输入21。单击Apply。

5.6(高的网格分段)在图形窗口中选择L23,25,26,28,在Element Size On对话框中单击Apply,弹出Element Size On Picked Lines对话框,在NDIV No. of element divisions中输入11。单击Apply。

5.7(完成板坯V5的网格划分)选择Main Menu > Preprocessor >Meshing >Mesh >Volumes >Mapped >4 or 6 sided,弹出Mesh > Volumes对话框,这里单击板坯V5,单击OK,完成板坯的网格划分。

5.8(选择轧辊的步骤)选择Utility Menu > Select > Everything,然后选择Utility Menu > Plot > Volume显示体,然后Utility Menu >Select>Entities…弹出的对话框中选择Volume、By Num/Pick,单击轧辊(根据ANSYS的格式,应该是V1,2,3,4),单击OK。

5.9(显示轧辊)选择Utility Menu >Select >Everything Below >Selected Volume选定好了轧辊,选择Utility Menu > Plot >Line,显示所有的线。

5.10(选择轧辊的性质)同上面的理在Main Menu > Preprocessor >Meshing >Mesh Attributes >Default Attribs,弹出Meshing Attributes对话框中,在[MAT]中选择2(Rigid轧辊),单击OK

5.11(划分轧辊的对话框)选择Main Menu > Preprocessor >Meshing > Size Cntrl>Lines >Picked Lines,在弹出的对话框中选择轧辊中的所有线段(Pick all),弹出Element Sizes On Picked Lines对话框,在NDIV No. of element divisions中输入31,单击Apply在之后,在图形窗口中选择L2,4,12,7,17(也就是轴中框),单击OK,在NDIV No. of element divisions中输入11.

5.12 选择Main Menu > Preprocessor >Meshing > Meshing >MeshTool,弹出对话框,启动SmartSize,选择MeshTool的Hex和Sweep,单击Sweep,在弹出的对话框中,在图形窗口中选择轧辊(V1,2,3,4)。单击OK之后完成对轧辊的划分。

5.13 选择Utility Menu>Select >Everything以保证PART的正常进行。

6.生成PART

6.1 选择Main Menu > Preprocessor> LS-DYNA Options>Parts Option,弹出Parts Date Written for LS-DYNA,选择Create all parts,单击OK后,从对话框中选择File > Close,关闭EDPART Command对话框

在上面的对话框中,PART1和2分别代表轧件和轧辊,他们由MAT(material)来区分的。同时,轧件上单元数目为11781,轧辊的单元数目为23925个。

7.定义接触

7.1选择Main Menu > Preprocessor > LS-DYNA Options > Contact > Define Contact,弹出Contact Parameter Definitions(接触参数定义)对话框。选择Surface To Surf > Automatic(ASTS),在Static Friction Coefficient(动摩擦系数)中输入0.35,在Dynamic Friction Coefficient(动态摩擦系数)栏中输入0.2。单击OK。

7.2在Contact Component or Part no 中选择1(板坯),在Target Component or Part no中选择2(轧辊)

8.创建组件,施加约束

8.1选择Utility Menu >Select >Entities…,弹出Select Enti…对话框,依次选择Volume、By Num/Pick,单击OK,选择板坯轧件(V5)。

8.2选择Utility Menu >Select>Entities,依次选择Nodes、Attached to、Volumes、all、From Full,单击OK。

8.3选择Utility Menu>Select >Comp/Assembly >Create Component…,在弹出的对话框中,Cname中输入slab,在Entity中选取Nodes,完成Component的设置。

8.4选择Utility Menu > Select >Entities…,依次选取Nodes、ByLocation、Y coordinates、0、Reselect,单击OK(沿Y轴的节点)

8.5(完成轧件底部的约束)选择Main Menu > Preprocessor >LS-DYNA Option >Constraints >Apply >On Nodes,弹出的对话框中继续Pick All,单击OK完成对于轧件底部的约束

8.6选择Utility Menu >Select > Everything Below> Selected Volumes。

8.7选择Utility Menu> Select > Entities…,弹出Select Enti…对话框中依次选取Nodes、ByLocation、X coordinates、0、Reselect,单击OK

8.8选择Main Menu >Preprocessor >LS-DYNA Option > Constraints Apply >On Nodes,在弹出的对话框中Select All,在Lab2栏中选择UX,在Value栏中输入0

8.9选择Utility Menu >Select >Everything

8.10(设置初始速度)选择Main Menu > Preprocessor >LS-DYNA Option > Initial Velocity > On Nodes > w/Nodal Rotate,弹出Input Velocity 对话框中,在Input Velocity on component栏中选择SLAB,在VZ栏中输入2.88,单击OK

9.施加载荷

9.1选择Utility Menu > Parameters > Array Parameters > Define/Edit,在弹出来的对话框中单击Add。

9.2在弹出来的对话框中,在Par处输入time,在I,J,K处分别输入2,1,1,单击Apply

9.3在弹出来的对话框中,在Par处输入velocity,在I,J,K处分别输入2,1,1,单击Apply

9.4选择time,单击Edit…,弹出Array Parameter Time 对话框,在第一栏中输入0,在第二栏中输入0.08,选择File>Apply/Quit。保存数据并退出。

9.5选择velocity,单击Edit…,弹出Array Parameter Time 对话框,在第一栏中输入0,在第二栏中输入-2.62,选择File>Apply/Quit。保存数据并退出。

9.6选择Main Menu > Preprocessor > LS-DYNA Option > Loading Option> Specify Loads,弹出对话框中,在LoadLabels栏中选择RBRX,在Component name or PART number 栏中选择2(轧辊),在Parameter name for time values中选择TIME,在Parameter name for date value中选择VELOCITY,单击OK,完成轧辊的加载。

10.求解(输出文件格式、时间、时间步)

10.1选择Main Menu >Solution >Analysis Options >Energy Options,弹出对话框,单击OK后退出。

10.2选择Main Menu> Solution >Time Controls >Solution Time,弹出对话框,输入0.15.

10.3选择Main Menu>Solution > Output Controls > Output File Type,弹出的对话框中,选择ANSYS and LS-DYNA,单击OK。

10.4选择Main Menu>Solution > Output Controls >File Output Freq > Number of Steps,在弹出的对话框在,在[EDRST]栏中输入50,[EDHTIME]栏中输入1000,[EDDUMP]栏中输入1,单击OK

10.5选择Main Menu > Solution > Solve,弹出Solve Current Load Step,单击OK求解。

注:这个过程进行时间比较长,在我的电脑(联想G500,Intel i7 Ivb)下大概运行了1小时6分钟。那么我的BLOG也到这里,我会在下一篇阐述结果和查看结果的方法。

下面是ANSYS命令流的代码:

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ANSYS Mechanical/LS-DYNA
Point Releases and Patches installed:
ANSYS, Inc. Products 15.0
ANSYS Mechanical Products 15.0
ANSYS Customization Files 15.0
ANSYS Autodyn 15.0
ANSYS LS-DYNA 15.0
ANSYS CFX (includes ANSYS CFD-Post) 15.0
ANSYS Fluent (includes ANSYS CFD-Post) 15.0
ANSYS TurboGrid 15.0
ANSYS Polyflow (includes ANSYS CFD-Post) 15.0
ANSYS CFD-Post only 15.0
ANSYS Aqwa 15.0
ANSYS ICEM CFD 15.0
ANSYS Icepak (includes ANSYS CFD-Post) 15.0
Catia, Version 6 15.0
ANSYS, Inc. License Manager 15.0
***** ANSYS COMMAND LINE ARGUMENTS *****
INITIAL JOBNAME = myHomework
START-UP FILE MODE = READ
STOP FILE MODE = READ
GRAPHICS DEVICE REQUESTED = win32
GRAPHICAL ENTRY = YES
LANGUAGE = en-us
INITIAL DIRECTORY = D:\ANSYS_Product
00762312 VERSION=WINDOWS x64 RELEASE= 15.0 UP20131014
CURRENT JOBNAME=myHomework 22:34:15 DEC 08, 2015 CP= 1.469
/SHOW SET WITH DRIVER NAME= WIN32 , RASTER MODE, GRAPHIC PLANES = 8
RUN SETUP PROCEDURE FROM FILE= D:\Program Files\ANSYS Inc\v150\ANSYS\apdl\start150.ans
/INPUT FILE= menust.tmp LINE= 0
/INPUT FILE= D:\Program Files\ANSYS Inc\v150\ANSYS\apdl\start150.ans LINE= 0
ACTIVATING THE GRAPHICAL USER INTERFACE (GUI). PLEASE WAIT...
CUTTING PLANE SET TO THE WORKING PLANE
PRODUCE NODAL PLOT IN DSYS= 0
TURN OFF WORKING PLANE DISPLAY
***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 15.0 *****
ANSYS Mechanical/LS-DYNA
00762312 VERSION=WINDOWS x64 22:34:31 DEC 08, 2015 CP= 4.906
***** ANSYS ANALYSIS DEFINITION (PREP7) *****
ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY
ENTER FINISH TO LEAVE PREP7
PRINTOUT KEY SET TO /GOPR (USE /NOPR TO SUPPRESS)
*** NOTE *** CP = 5.828 TIME= 22:35:58
KEYOPT( 1 ) has been set to 1 for element type SOLID164\.
ELEMENT TYPE 1 IS SOLID164 EXPLCT CONSTANT STRESS SOLID
KEYOPT( 1- 6)= 1 0 0 0 0 0
KEYOPT( 7-12)= 0 0 0 0 0 0
KEYOPT(13-18)= 0 0 0 0 0 0
CURRENT NODAL DOF SET IS UX UY UZ AX AY AZ VX VY
VZ
THREE-DIMENSIONAL MODEL
*** NOTE *** CP = 5.828 TIME= 22:35:58
Although VX,VY,VZ and AX,AY,AZ may appear as degrees of freedom, they
are not actually physical degrees of freedom. However, these
quantities are computed as degrees of freedom and stored for
post-processing.
KEYPOINT 0 X,Y,Z= -0.100000E-02 0.160000E-01 0.00000 IN CSYS= 0
KEYPOINT NUMBER = 1
PLOT KEY POINTS FROM 1 TO 1 BY 1
KEYPOINT 0 X,Y,Z= -0.100000E-02 0.506000 0.00000 IN CSYS= 0
KEYPOINT NUMBER = 2
PLOT KEY POINTS FROM 1 TO 2 BY 1
KEYPOINT 0 X,Y,Z= -0.600000 0.506000 0.00000 IN CSYS= 0
KEYPOINT NUMBER = 3
PLOT KEY POINTS FROM 1 TO 3 BY 1
DELETE ALL PICKED KEYPOINTS.
*** NOTE *** CP = 8.672 TIME= 22:43:46
No key points selected to display. The KPLOT command is ignored.
AUTOMATIC SCALING FOR WINDOW 1
DISTANCE AND FOCUS POINT AUTOMATICALLY CALCULATED
*** NOTE *** CP = 9.062 TIME= 22:43:51
No key points selected to display. The KPLOT command is ignored.
view point for window 1 0.0000 -1.0000 0.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
*** NOTE *** CP = 9.078 TIME= 22:43:52
No key points selected to display. The KPLOT command is ignored.
AUTOMATIC SCALING FOR WINDOW 1
DISTANCE AND FOCUS POINT AUTOMATICALLY CALCULATED
*** NOTE *** CP = 9.094 TIME= 22:43:53
No key points selected to display. The KPLOT command is ignored.
KEYPOINT 0 X,Y,Z= -0.100000E-02 0.160000E-01 0.00000 IN CSYS= 0
KEYPOINT NUMBER = 1
KEYPOINT 0 X,Y,Z= -0.100000E-02 0.506000 0.00000 IN CSYS= 0
KEYPOINT NUMBER = 2
KEYPOINT 0 X,Y,Z= 0.600000 0.506000 0.00000 IN CSYS= 0
KEYPOINT NUMBER = 3
PLOT KEY POINTS FROM 1 TO 3 BY 1
KEYPOINT 0 X,Y,Z= 0.600000 0.160000E-01 0.00000 IN CSYS= 0
KEYPOINT NUMBER = 4
AUTOMATIC SCALING FOR WINDOW 1
DISTANCE AND FOCUS POINT AUTOMATICALLY CALCULATED
PLOT KEY POINTS FROM 1 TO 4 BY 1
view point for window 1 0.0000 -1.0000 0.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT KEY POINTS FROM 1 TO 4 BY 1
view point for window 1 0.0000 -1.0000 0.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT KEY POINTS FROM 1 TO 4 BY 1
view point for window 1 0.0000 1.0000 0.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT KEY POINTS FROM 1 TO 4 BY 1
view point for window 1 1.0000 0.0000 0.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT KEY POINTS FROM 1 TO 4 BY 1
view point for window 1 0.0000 0.0000 1.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT KEY POINTS FROM 1 TO 4 BY 1
view point for window 1 1.0000 2.0000 3.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT KEY POINTS FROM 1 TO 4 BY 1
view point for window 1 0.0000 0.0000 1.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT KEY POINTS FROM 1 TO 4 BY 1
LINE CONNECTS KEYPOINTS 1 2
LINE NO.= 1 KP1= 1 TAN1= 0.0000 -1.0000 0.0000
KP2= 2 TAN2= 0.0000 1.0000 0.0000
LINE CONNECTS KEYPOINTS 2 3
LINE NO.= 2 KP1= 2 TAN1= -1.0000 0.0000 0.0000
KP2= 3 TAN2= 1.0000 0.0000 0.0000
LINE CONNECTS KEYPOINTS 3 4
LINE NO.= 3 KP1= 3 TAN1= 0.0000 1.0000 0.0000
KP2= 4 TAN2= 0.0000 -1.0000 0.0000
LINE CONNECTS KEYPOINTS 4 1
LINE NO.= 4 KP1= 4 TAN1= 1.0000 0.0000 0.0000
KP2= 1 TAN2= -1.0000 0.0000 0.0000
PLOT LINES FROM 1 TO 4 BY 1
KP NUMBERING KEY = 0
LINE NUMBERING KEY = 1
AREA NUMBERING KEY = 0
VOLU NUMBERING KEY = 0
NODE NUMBERING KEY = 0
TABN NUMBERING KEY = 0
SVAL NUMBERING KEY = 0
NUMBER KEY SET TO 0 -1=NONE 0=BOTH 1=COLOR 2=NUMBER
ELEM NUMBERING KEY = 0
PLOT LINES FROM 1 TO 4 BY 1
KP NUMBERING KEY = 0
LINE NUMBERING KEY = 1
AREA NUMBERING KEY = 0
VOLU NUMBERING KEY = 0
NODE NUMBERING KEY = 0
TABN NUMBERING KEY = 0
SVAL NUMBERING KEY = 0
NUMBER KEY SET TO 0 -1=NONE 0=BOTH 1=COLOR 2=NUMBER
ELEM NUMBERING KEY = 0
PLOT LINES FROM 1 TO 4 BY 1
PLOT LINES FROM 1 TO 4 BY 1
*** ERROR *** CP = 12.906 TIME= 22:59:09
This function requires selected areas.
No areas are currently selected.
DEFINE AREA BY LIST OF LINES
(TRAVERSED IN SAME DIRECTION AS LINE 1)
AREA NUMBER = 1
ROTATE AREAS
1,
ABOUT THE AXIS DEFINED BY KEYPOINTS 2 3
DEGREES OF ARC= 360.00 NUMBER OF SEGMENTS= 4
PLOT VOLUMES FROM 1 TO 4 BY 1
CREATE A HEXAHEDRAL VOLUME WITH
X-DISTANCES FROM 0.000000000 TO 0.5000000000
Y-DISTANCES FROM 0.000000000 TO 0.2000000000E-01
Z-DISTANCES FROM -0.6500000000 TO -0.1500000000
OUTPUT VOLUME = 5
PLOT VOLUMES FROM 1 TO 5 BY 1
view point for window 1 1.0000 2.0000 3.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT VOLUMES FROM 1 TO 5 BY 1
view point for window 1 1.0000 1.0000 1.0000
ROTATION ANGLE FOR WINDOW 1 IS 0.00 ABOUT AXIS ZS
PLOT VOLUMES FROM 1 TO 5 BY 1
KP NUMBERING KEY = 0
LINE NUMBERING KEY = 1
AREA NUMBERING KEY = 0
VOLU NUMBERING KEY = 1
NODE NUMBERING KEY = 0
TABN NUMBERING KEY = 0
SVAL NUMBERING KEY = 0
NUMBER KEY SET TO 0 -1=NONE 0=BOTH 1=COLOR 2=NUMBER
ELEM NUMBERING KEY = 0
PLOT VOLUMES FROM 1 TO 5 BY 1
CUMULATIVE ROTATION ANGLE FOR WINDOW 1 IS -30.00 ABOUT AXIS YS
NEW VIEW SETTINGS FOR WINDOW 1 SET TO:
VIEW POINT IS 0.85355 0.50000 0.14645
ROTATION ABOUT ZS AXIS IS 19.47 DEGREES
PLOT VOLUMES FROM 1 TO 5 BY 1
CUMULATIVE ROTATION ANGLE FOR WINDOW 1 IS -30.00 ABOUT AXIS YS
NEW VIEW SETTINGS FOR WINDOW 1 SET TO:
VIEW POINT IS 0.90105 0.28868 -0.32370
ROTATION ABOUT ZS AXIS IS 31.48 DEGREES
PLOT VOLUMES FROM 1 TO 5 BY 1
CUMULATIVE ROTATION ANGLE FOR WINDOW 1 IS -30.00 ABOUT AXIS YS
NEW VIEW SETTINGS FOR WINDOW 1 SET TO:
VIEW POINT IS 0.70711 0.0000 -0.70711
ROTATION ABOUT ZS AXIS IS 35.26 DEGREES
PLOT VOLUMES FROM 1 TO 5 BY 1
CUMULATIVE ROTATION ANGLE FOR WINDOW 1 IS 30.00 ABOUT AXIS XS
NEW VIEW SETTINGS FOR WINDOW 1 SET TO:
VIEW POINT IS 0.40825 0.40825 -0.81650
ROTATION ABOUT ZS AXIS IS 39.23 DEGREES
PLOT VOLUMES FROM 1 TO 5 BY 1
PLOT VOLUMES FROM 1 TO 5 BY 1
KP NUMBERING KEY = 0
LINE NUMBERING KEY = 1
AREA NUMBERING KEY = 0
VOLU NUMBERING KEY = 1
NODE NUMBERING KEY = 0
TABN NUMBERING KEY = 0
SVAL NUMBERING KEY = 0
NUMBER KEY SET TO 0 -1=NONE 0=BOTH 1=COLOR 2=NUMBER
ELEM NUMBERING KEY = 0
PLOT VOLUMES FROM 1 TO 5 BY 1
KP NUMBERING KEY = 0
LINE NUMBERING KEY = 1
AREA NUMBERING KEY = 0
VOLU NUMBERING KEY = 1
NODE NUMBERING KEY = 0
TABN NUMBERING KEY = 0
SVAL NUMBERING KEY = 0
NUMBER KEY SET TO 0 -1=NONE 0=BOTH 1=COLOR 2=NUMBER
ELEM NUMBERING KEY = 0
PLOT VOLUMES FROM 1 TO 5 BY 1
SELECT FOR ITEM=VOLU COMPONENT=
IN RANGE 5 TO 5 STEP 1
1 VOLUMES (OF 5 DEFINED) SELECTED BY VSEL COMMAND.
SELECT ALL ENTITIES ASSOCIATED WITH TYPE= VOLU
SELECT ALL AREAS HAVING ANY VOLUMES IN SELECTED VOLUME SET.
6 AREAS (OF 22 DEFINED) SELECTED FROM
1 SELECTED VOLUMES BY ASLV COMMAND.
SELECT LINES ASSOCIATED WITH SELECTED AREAS
12 LINES (OF 33 DEFINED) SELECTED FROM
6 SELECTED AREAS BY LSLA COMMAND.
SELECT ALL KEYPOINTS ON ANY LINE IN LINE SET.
8 KEYPOINTS (OF 18 DEFINED) SELECTED FROM
12 SELECTED LINES BY KSLL COMMAND.
SELECT ELEMENTS CREATED FROM SELECTED VOLUMES.
0 ELEMENTS (OF 0 DEFINED) SELECTED FROM
1 SELECTED VOLUMES BY ESLV COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED AREAS.
0 ELEMENTS (OF 0 DEFINED) SELECTED FROM
6 SELECTED AREAS BY ESLA COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED LINES.
0 ELEMENTS (OF 0 DEFINED) SELECTED FROM 12 SELECTED LINES
BY ESLL COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED KEYPOINTS.
0 ELEMENTS (OF 0 DEFINED) SELECTED FROM 8 SELECTED KPTS
BY ESLK COMMAND.
0 NODES (OF 0 DEFINED) SELECTED FROM
0 SELECTED ELEMENTS BY NSLE COMMAND.
PLOT LINES FROM 1 TO 33 BY 1
MATERIAL 1 DENS = 785000.0
MATERIAL 1 EX = 0.1170000E+12
MATERIAL 1 NUXY = 0.3600000
DEFINE DATA TABLE BISO FOR MATERIAL 1
WITH A MAXIMUM OF 6 TEMPERATURE SPECIFICATIONS
DATA FOR BISO TABLE FOR MATERIAL 1 AT TEMPERATURE= 0.0000
LOC= 1 0.58000E+08 0.0000
DATA FOR BISO TABLE FOR MATERIAL 1 AT TEMPERATURE= 0.0000
LOC= 2 0.90000E+07
MATERIAL 1 DENS = 785000.0
MATERIAL 1 EX = 0.1170000E+12
MATERIAL 1 NUXY = 0.3600000
DEFINE DATA TABLE BISO FOR MATERIAL 1
WITH A MAXIMUM OF 6 TEMPERATURE SPECIFICATIONS
DATA FOR BISO TABLE FOR MATERIAL 1 AT TEMPERATURE= 0.0000
LOC= 1 0.58000E+08 0.0000
DATA FOR BISO TABLE FOR MATERIAL 1 AT TEMPERATURE= 0.0000
LOC= 2 0.90000E+07
MATERIAL 2 RIGI = Explicit Dynamics Rigid Properties
CON1= 7.000000 CON2= 5.000000
MATERIAL 2 DENS = 785000.0
MATERIAL 2 EX = 0.2100000E+12
MATERIAL 2 NUXY = 0.3000000
ELEMENT TYPE SET TO 1
MATERIAL NUMBER SET TO 1
REAL CONSTANT NUMBER= 1
ELEMENT COORDINATE SYSTEM IS AS DEFINED FOR THE ELEMENTS.
(NOTE- FOR GLOBAL SYSTEM 0 (CARTESIAN), DEFINE
LOCAL CARTESIAN SYSTEM (LOCAL,N,0) AND USE ESYS,N.)
SECTION ID NUMBER= 1
ELEMENT TYPE SET TO 1
MATERIAL NUMBER SET TO 1
REAL CONSTANT NUMBER= 1
ELEMENT COORDINATE SYSTEM IS AS DEFINED FOR THE ELEMENTS.
(NOTE- FOR GLOBAL SYSTEM 0 (CARTESIAN), DEFINE
LOCAL CARTESIAN SYSTEM (LOCAL,N,0) AND USE ESYS,N.)
SECTION ID NUMBER= 1
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 51.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 21.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 11.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
PRODUCE ALL HEXAHEDRAL ELEMENTS IN 3D.
USE THE MAPPED MESHER.
GENERATE NODES AND ELEMENTS IN ALL PICKED VOLUMES
Initiating meshing of volume 5 exterior.
Meshing of volume 5 exterior is complete. Facet count = 6\.
Initiating meshing of volume 5 interior.
Estimated number of elements to fill this volume = 1\.
Estimated number of nodes = 8\.
Meshing of volume 5 is complete.
Now storing 0 nodes and 1 elements.
NUMBER OF VOLUMES MESHED = 1
MAXIMUM NODE NUMBER = 8
MAXIMUM ELEMENT NUMBER = 1
PRODUCE ELEMENT PLOT IN DSYS = 0
USE THE FREE MESHER.
RESET SMART SIZING PARAMETERS
SIZE LEVEL = 6
SMART SIZING SCALE FACTOR = 1.0000
AREA INTERNAL EXPANSION FACTOR = 1.0000
AREA INTERNAL TRANSITION CONTROL FACTOR = 2.0000
SPANNED ANGLE PER ELEMENT (LOW ORDER ELEMENTS) = 22
SPANNED ANGLE PER ELEMENT (HIGH ORDER ELEMENTS) = 30
GROWTH RATIO FOR PROXIMITY CHECK = 1.5000
MAXIMUM NUMBER OF ITERATIONS = 4
SURFACE PROXIMITY REFINEMENT IS OFF
SMALL HOLE COARSENING IS ON
USE THE MAPPED MESHER.
*** WARNING *** CP = 26.453 TIME= 00:37:38
Smartsizing is inactive while mapped meshing key is set.
CLEAR NODES AND ELEMENTS FROM ALL PICKED VOLUMES
CLEARED 1 VOLUMES, 6 AREAS, 12 LINES, 8 KEYPOINTS
GENERATE NODES AND ELEMENTS IN ALL PICKED VOLUMES
Initiating meshing of volume 5 exterior.
Meshing of volume 5 exterior is complete. Facet count = 6\.
Initiating meshing of volume 5 interior.
Estimated number of elements to fill this volume = 1\.
Estimated number of nodes = 8\.
Meshing of volume 5 is complete.
Now storing 0 nodes and 1 elements.
NUMBER OF VOLUMES MESHED = 1
MAXIMUM NODE NUMBER = 8
MAXIMUM ELEMENT NUMBER = 1
PRODUCE ELEMENT PLOT IN DSYS = 0
*** NOTE *** CP = 27.031 TIME= 00:37:48
Some functions of this menu cannot be used while the
MeshTool is active.
ELEMENT TYPE SET TO 1
MATERIAL NUMBER SET TO 1
REAL CONSTANT NUMBER= 1
ELEMENT COORDINATE SYSTEM IS AS DEFINED FOR THE ELEMENTS.
(NOTE- FOR GLOBAL SYSTEM 0 (CARTESIAN), DEFINE
LOCAL CARTESIAN SYSTEM (LOCAL,N,0) AND USE ESYS,N.)
SECTION ID NUMBER= 1
CLEAR NODES AND ELEMENTS FROM ALL PICKED VOLUMES
CLEARED 1 VOLUMES, 6 AREAS, 12 LINES, 8 KEYPOINTS
GENERATE NODES AND ELEMENTS IN ALL PICKED VOLUMES
Initiating meshing of volume 5 exterior.
Meshing of volume 5 exterior is complete. Facet count = 6\.
Initiating meshing of volume 5 interior.
Estimated number of elements to fill this volume = 1\.
Estimated number of nodes = 8\.
Meshing of volume 5 is complete.
Now storing 0 nodes and 1 elements.
NUMBER OF VOLUMES MESHED = 1
MAXIMUM NODE NUMBER = 8
MAXIMUM ELEMENT NUMBER = 1
PRODUCE ELEMENT PLOT IN DSYS = 0
PLOT LINES FROM 1 TO 33 BY 1
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 51.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 31.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 11.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 31.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 31.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 51.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
FOR ELEMENT SIZE = 11.000 SPACING RATIO = 1.0000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
PLOT LINES FROM 1 TO 33 BY 1
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 51, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 31, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 11, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 51, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 21, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 11, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 51, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
CLEAR NODES AND ELEMENTS FROM ALL PICKED VOLUMES
CLEARED 1 VOLUMES, 6 AREAS, 12 LINES, 8 KEYPOINTS
PRODUCE ALL HEXAHEDRAL ELEMENTS IN 3D.
GENERATE NODES AND ELEMENTS IN ALL PICKED VOLUMES
Initiating meshing of volume 5 exterior.
Meshing of volume 5 exterior is complete. Facet count = 3726\.
Initiating meshing of volume 5 interior.
Estimated number of elements to fill this volume = 11781\.
Estimated number of nodes = 13728\.
Meshing of volume 5 is complete.
Now storing 10000 nodes and 11781 elements.
NUMBER OF VOLUMES MESHED = 1
MAXIMUM NODE NUMBER = 13728
MAXIMUM ELEMENT NUMBER = 11781
PRODUCE ELEMENT PLOT IN DSYS = 0
SELECT ALL ENTITIES OF TYPE= ALL AND BELOW
PLOT VOLUMES FROM 1 TO 5 BY 1
4 VOLUMES (OF 5 DEFINED) SELECTED BY VSEL COMMAND.
SELECT ALL ENTITIES ASSOCIATED WITH TYPE= VOLU
SELECT ALL AREAS HAVING ANY VOLUMES IN SELECTED VOLUME SET.
16 AREAS (OF 22 DEFINED) SELECTED FROM
4 SELECTED VOLUMES BY ASLV COMMAND.
SELECT LINES ASSOCIATED WITH SELECTED AREAS
21 LINES (OF 33 DEFINED) SELECTED FROM
16 SELECTED AREAS BY LSLA COMMAND.
SELECT ALL KEYPOINTS ON ANY LINE IN LINE SET.
10 KEYPOINTS (OF 18 DEFINED) SELECTED FROM
21 SELECTED LINES BY KSLL COMMAND.
SELECT ELEMENTS CREATED FROM SELECTED VOLUMES.
0 ELEMENTS (OF 11781 DEFINED) SELECTED FROM
4 SELECTED VOLUMES BY ESLV COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED AREAS.
0 ELEMENTS (OF 11781 DEFINED) SELECTED FROM
16 SELECTED AREAS BY ESLA COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED LINES.
0 ELEMENTS (OF 11781 DEFINED) SELECTED FROM 21 SELECTED LINES
BY ESLL COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED KEYPOINTS.
0 ELEMENTS (OF 11781 DEFINED) SELECTED FROM 10 SELECTED KPTS
BY ESLK COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
0 NODES (OF 13728 DEFINED) SELECTED FROM
0 SELECTED ELEMENTS BY NSLE COMMAND.
PLOT LINES FROM 1 TO 33 BY 1
ELEMENT TYPE SET TO 1
MATERIAL NUMBER SET TO 2
REAL CONSTANT NUMBER= 1
ELEMENT COORDINATE SYSTEM IS AS DEFINED FOR THE ELEMENTS.
(NOTE- FOR GLOBAL SYSTEM 0 (CARTESIAN), DEFINE
LOCAL CARTESIAN SYSTEM (LOCAL,N,0) AND USE ESYS,N.)
SECTION ID NUMBER= 1
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 31, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
SET DIVISIONS ON ALL PICKED LINES
TO NDIV = 11, SPACING RATIO = 1.000
NDIV AND SPACE CAN BE OVERRIDDEN FOR CURVATURE OR PROXIMITY
GENERATE NODES AND ELEMENTS IN ALL PICKED VOLUMES
Performing SmartSizing
SmartSizing Completed
SWEEPING VOLUME 4 FROM AREA 15 TO AREA 14
VOLUME 4 MESHED WITH 6094 HEXAHEDRA AND 22 WEDGES
SWEEPING VOLUME 3 FROM AREA 11 TO AREA 10
VOLUME 3 MESHED WITH 5995 HEXAHEDRA AND 0 WEDGES
SWEEPING VOLUME 2 FROM AREA 7 TO AREA 6
VOLUME 2 MESHED WITH 5830 HEXAHEDRA AND 0 WEDGES
SWEEPING VOLUME 1 FROM AREA 3 TO AREA 2
VOLUME 1 MESHED WITH 5962 HEXAHEDRA AND 22 WEDGES
Volume Sweeping Complete
The Following Volumes Were Successfully Swept
1 2 3 4
MAXIMUM NODE NUMBER = 40560
MAXIMUM ELEMENT NUMBER = 35706
PRODUCE ELEMENT PLOT IN DSYS = 0
PRODUCE ELEMENT PLOT IN DSYS = 0
SELECT ALL ENTITIES OF TYPE= ALL AND BELOW
PRODUCE ELEMENT PLOT IN DSYS = 0
GENERATE AUTOMATIC SURFACE TO SURFACE CONTACT USING
CONTACT COMP/PART 1 AND TARGET COMP/PART 2
WITH FRICTION COEFFICIENT VALUES OF:
FS = 0.35000 FD = 0.20000 DC = 0.0000 VC = 0.0000 VDC = 0.0000
BT = 0.0000 DT = 0.10000E+08
SELECT FOR ITEM=VOLU COMPONENT=
IN RANGE 5 TO 5 STEP 1
1 VOLUMES (OF 5 DEFINED) SELECTED BY VSEL COMMAND.
SELECT ALL NODES (INTERIOR TO VOLUME, INTERIOR TO AREAS
INTERIOR TO LINES, AND AT KEYPOINTS) RELATED TO SELECTED VOLUME SET.
13728 NODES (OF 40560 DEFINED) SELECTED FROM
1 SELECTED VOLUMES BY NSLV COMMAND.
DEFINITION OF COMPONENT = SLAB ENTITY=NODE
RESELECT FOR ITEM=LOC COMPONENT=Y BETWEEN 0.0000 AND 0.0000
KABS= 0\. TOLERANCE= 0.100000E-05
1144 NODES (OF 40560 DEFINED) SELECTED BY NSEL COMMAND.
PRINTOUT RESUMED BY /GOP
PRINTOUT RESUMED BY /GOP
SPECIFIED CONSTRAINT UY FOR PICKED NODES
REAL= 0.00000000 IMAG= 0.00000000
ALL BOUNDARY CONDITION DISPLAY KEYS SET TO 1
SELECT ALL ENTITIES ASSOCIATED WITH TYPE= VOLU
SELECT ALL AREAS HAVING ANY VOLUMES IN SELECTED VOLUME SET.
6 AREAS (OF 22 DEFINED) SELECTED FROM
1 SELECTED VOLUMES BY ASLV COMMAND.
SELECT LINES ASSOCIATED WITH SELECTED AREAS
12 LINES (OF 33 DEFINED) SELECTED FROM
6 SELECTED AREAS BY LSLA COMMAND.
SELECT ALL KEYPOINTS ON ANY LINE IN LINE SET.
8 KEYPOINTS (OF 18 DEFINED) SELECTED FROM
12 SELECTED LINES BY KSLL COMMAND.
SELECT ELEMENTS CREATED FROM SELECTED VOLUMES.
11781 ELEMENTS (OF 35706 DEFINED) SELECTED FROM
1 SELECTED VOLUMES BY ESLV COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED AREAS.
11781 ELEMENTS (OF 35706 DEFINED) SELECTED FROM
6 SELECTED AREAS BY ESLA COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED LINES.
11781 ELEMENTS (OF 35706 DEFINED) SELECTED FROM 12 SELECTED LINES
BY ESLL COMMAND.
ALSO SELECT ELEMENTS CREATED FROM SELECTED KEYPOINTS.
11781 ELEMENTS (OF 35706 DEFINED) SELECTED FROM 8 SELECTED KPTS
BY ESLK COMMAND.
SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
13728 NODES (OF 40560 DEFINED) SELECTED FROM
11781 SELECTED ELEMENTS BY NSLE COMMAND.
RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 0.0000 AND 0.0000
KABS= 0\. TOLERANCE= 0.100000E-05
624 NODES (OF 40560 DEFINED) SELECTED BY NSEL COMMAND.
PRINTOUT RESUMED BY /GOP
PRINTOUT RESUMED BY /GOP
SPECIFIED CONSTRAINT UX FOR PICKED NODES
REAL= 0.00000000 IMAG= 0.00000000
SELECT ALL ENTITIES OF TYPE= ALL AND BELOW
Apply Initial Velocity to node component: SLAB
Translation : Vx = 0.0000 Vy = 0.0000 Vz = 2.8800
Rotation : Ox = 0.0000 Oy = 0.0000 Oz = 0.0000
SET PARAMETER DIMENSIONS ON TIME TYPE=ARRA DIMENSIONS= 2 1 1
ARRAY PARAMETER _ZX DELETED.
SET PARAMETER DIMENSIONS ON VELOCITY TYPE=ARRA DIMENSIONS= 2 1 1
SET PARAMETER DIMENSIONS ON VELOCITY TYPE=ARRA DIMENSIONS= 2 1 1
SET PARAMETER DIMENSIONS ON VELOCITY TYPE=ARRA DIMENSIONS= 2 1 1
PARAMETER TIME(2,1,1) = 0.8000000000E-01
PARAMETER VELOCITY(2,1,1) = -2.620000000
Apply Initial Velocity to node component: SLAB
*** WARNING *** CP = 56.484 TIME= 02:28:12
Previous initial velocity on same node component (SLAB) will be
replaced.
Translation : Vx = 0.0000 Vy = 0.0000 Vz = 2.8800
Rotation : Ox = 0.0000 Oy = 0.0000 Oz = 0.0000
***** ROUTINE COMPLETED ***** CP = 57.391
***** ANSYS SOLUTION ROUTINE *****
HOURGLASS ENERGY is to be computed and included in the energy balance.
STONEWALL ENERGY will be computed and included in the energy balance.
SLIDING INTERFACE ENERGY is to be computed and included in the energy balance.
RAYLIGH ENERGY dissipation is to be computed and included in the energy balance.
HOURGLASS ENERGY is to be computed and included in the energy balance.
STONEWALL ENERGY will be computed and included in the energy balance.
SLIDING INTERFACE ENERGY is to be computed and included in the energy balance.
RAYLIGH ENERGY dissipation is to be computed and included in the energy balance.
CONTROL TERMINATION time set to 0.1500 seconds