mech dynamics 14.5 ws08b transient
TRANSCRIPT
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14.5 Release
Workshop 8B
Transient Analysis of a Gantry Crane
ANSYS MechanicalLinear and Nonlinear Dynamics
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GoalsThis workshop consists of a gantry crane assembly. The crane is rated
to carry a 5 tons weight. The purpose of this workshop is to compare
the full transient method versus the mode superposition method.
Support # 1
Support # 2
Support # 3
Support # 4
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AssumptionsWell assume supports # 1 to 3 are fixed in all direction, whereas
support # 4 is allowed to move in the x- direction.
A weight of 5 tons (50,000 N) is applied using remote force, and is
scoped to the middle of the horizontal beam.
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Project SchematicOpen the Project page.
From the Units menu verify: Project units are set to Metric (kg, m, s, C, A,N, V).
Display Values in Project Units is checked (on).
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. . . Project Schematic
Begin a new Workbench session and, from the
Project page, choose Restore Archive . . . and browse to the file WS08_Transient.wbpz
and Open (location provided by instructor).
When prompted, Save using the default
name in the same location as the archive file.
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. . . Project Schematic
In the Workbench Project and drag and drop a new transient analysis
from the toolbox onto the existing Model cell.
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. . . Project Schematic In the Workbench Project and drag and drop a new transient analysis
from the toolbox onto the existing Solution cell of the Modal analysis
system.
The schematic should look like
this when this step is complete.
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. . . Project Schematic Double click and rename both transient systems as follows:
(B): Full Transient Analysis
(C): MSUP Transient Analysis
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. . . Project Schematic
1. From the Static Structural system double click
(or RMB > Edit) the Model cell.
2. When Mechanical opens, verify the units are
set to Metric (m, kg, N, s, V, A).
1.
2.
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PreprocessingSince we will be using a remote force to model the hanging weight, lets define
a named selection at the location where the remote force will be scoped.
3. Highlight the Model branch in the tree.
4. Select the 2 faces shown below, RMB > Insert > named selection.
4.
3.
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. . . Preprocessing RMB and rename both transient systems in the tree as follows:
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. . . Preprocessing7. Highlight the Modal (A5)
branch in the tree.
8. Highlight the bottom faces ofsupports 1,2, and 3, RMB >Insert > Fixed Support.
9. Highlight the bottom face ofsupport # 4, RMB > Insert >
displacement. X = free, Y = 0.0, Z = 0.0
Support # 1
Support # 2
Support # 3
Support # 4
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10. Highlight the Full Transient Analysis(B5) branch, Analysis Settings
. . . Preprocessing
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12. Highlight the fixed support anddisplacement BCs under Modal (A5,
drag and drop in Full TransientAnalysis (B5)
13. Highlight the Full Transient Analysis(B5) branch, RMB > Insert > remoteforce.
. . . Preprocessing
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12. Under details of Remote Force
a. Scoping Method > Named Selection
b. Named Selection > Selection
X Coordinate = - 0.7135
Y Coordinate = 1.1
Z Coordinate = -4.3905
c. Define By > Components
. . . Preprocessing
a.
b.
c.
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d. Y Component> Tabular
e. Fill in the table as shown
. . . Preprocessing
e.
d.
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13. Highlight the MSUP Transient Analysis(C5) branch, Analysis Settings
. . . Preprocessing
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14. Highlight the remote force under FullTransient Analysis (B5), drag and
drop in MSUP Transient Analysis (C5)
. . . Preprocessing
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15. Highlight the solution branch under FullTransient Analysis (B5),
RMB>Insert>Deformation>Directional.
. . . Preprocessing
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16. Highlight the Directional Deformationunder Full Transient Analysis (B5),
drag and drop in MSUP TransientAnalysis (C5)
. . . Preprocessing
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17. Highlight the both displacementoutput
18. Click the New Chart and Table Icon
19. In the Details of the Chart, set theOutput Quantities as shown.
20. Solve
. . . Preprocessing
18.
17.
19.
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. . . Preprocessing