1
1. ANSYS2. ANSYS
3. ANSYS
4. ANSYS
5. 1.12.11011Pa0.310cm2F=1000NLINK1
1.1 2
1. 2. ANSYS3. ANSYS4. 2.1
2.1 5. 2.2
2.2 6. 2.3
2.3
3
1. ANSYS2. ANSYS
3.
4. 3.1
3.1 5. 3.2
3.2 4
1. ANSYS2.
3. 4.
5. Variable Viewer
5
1. APDL2. 3. APDL4. 5. 5.1
5.1
6
1. 6.12.071011Pa0.33.010-4m2
6.1 2. 6.22.11011Pa0.36.2510-3m2
6.2 3. 6.31000Nx2.11011Pa0.31.210-2m2
6.3 4. 6.42500N302.11011Pa0.31.5610-2m2
6.4 7
1. 7.10.1m20.4m2.061011Pa0.3
7.1 2. 7.230mm100mm2.11011Pa0.3P=1800Nq=350N/m
7.2 3. T7.32198mm2.11011Pa0.3T
7.3 T4. 7.450kN/m0.51011Pa0.32500kg/m30.4m1.2m0.6m0.6m
7.4 5. 7.5x1.8mz1.2m1.2m0.6m20kN2.11011Pa0.37850kg/m3z
a) b) c) d) 7.5 mm8
1. 8.13.125mm200Gpa2625N/mVon MisesVon MisesANSYS
8.1 2. 8.22.061011Pa0.38mm20mm60mmP=1.5kNVon Mises
8.2 mm
3. 8.32.061011Pa0.35mmVon Mises
8.3 4. 8.420mm1000N0.721011Pa0.318SHELL938SHELL150Von Mises
8.4 5. 8.50.01m0.008m0.008m300Pa1.25109Pa0.31810kg/m3SHELL63Von
Mises
8.5 9
1. 9.15mm8.1200Gpa525kN/m2Von Mises8.1
9.1
2. 9.2100N/mm2E210Gpa0.3Von Mises
9.2
3. L9.31000N/cm2E206Gpa0.3LVon Mises
9.3 L
4. L9.4210GPa0.3LVon Mises
9.4 L
10
1. 10.12.11011Pa0.37850kg/m30.02m25
10.1 2. 10.21m0.4m0.002m0.71011Pa0.292700kg/m35
10.2 3.
10.3m1m1=m2=20kgk1=k2=kc=150N/mF1=200N0~20Hz0.2HzANSYS
10.3 4.
10.4L=1000mmd=0.3mmF1=100kNc=250mmF2=1.5kN1.901011Pa7950kg/m3F20~2500Hz100
Hz
10.4 5.
10.52.061011Pa0.37850kg/m30.008m810-4m2210-8m20.02m0.04m
a)
b)
10.5
6. 10.3m110.6F0=100Ntd=1sm1m2
10.6
11
1. 11.11500mm3025mm15mm25kN2.11011Pa0.3BEAM189
11.1
2. 11.2235Mpa2.11011Pa0.30.01m
11.2 3. 11.37.2m1.5m200kN0.31011Pa0.17PLANE82
a)
10-6303005009001400180022003600
(MPa)0.654.89.51822252626
b)
11.3
4. 11.4400mm15mm1.251011Pa0.28PFP=15MpaF1/2
a) (MPa)130190220260280300
10-61200180027004400670010500
b)
c) 11.4 12
1. 12.1P=1000kNL=10mR=8mB=1mH=0.5m3.31010Pa0.3BEAM4BEAM189
12.1 2. 12.2L=1000mmh=50mmb=20mm2.11011Pa0.3BEAM189
12.2 3. 12.3200mm100mm1mm2.11011Pa0.380kN/m
12.3 13
1. 13.10.3m0.6mABD400N845/90/-45/0s0.0025mEx=30106N/m2Ey=
Ez=3106N/m20.3Gxy=Gxz=Gyz=6105N/m2
13.1 2.
13.2700mm450mm2.5mm-45/45/90/-45/45/0/90/0/-45/45s0.125mm20E11=1.31011N/m2E22=E33=11010N/m2G12=G31=6.5109N/m2G23=2.5109
N/m212=23=0.231=0.1=1600kg/m350mmNxy=100N/mm45
13.2
14
1. 14.1q=10kN/m2Von Mise
14.1 2. 14.2(150q=20kN/m2Von Mise7850kg/m35
14.2
3. 14.36585.1MPa0.25m0.0025m2.061011Pa0.3ANSYS Workbench
14.3 4. 14.41MPa2.061011Pa0.35mm50mm50mm90ANSYS Workbench
14.4
5. 14.5250mm5mm2.061011Pa0.37850kg/m3ANSYS
Workbench1.81011Pa(2.21011Pa0.27(0.37065kg/m3(8635kg/m3
14.5 15
1. 15.130m936m120.31.2m894mmQ2357850kg/m3APDL1.5kN/m2
15.1 2. 15.22.061011Pa0.37850kg/m35mm50mm50mm15.110X15.1
Hz0.51.02.43.86.51720263545
mm0.0150.0250.0350.0250.0150.0050.0150.020.0150.03
15.2 3. 15.3a=2.5mb=27.5h=7.7224m6000kN/m2=0.381mm18kN/m
ANSYS
15.3 1/4
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