# ANSYS_ПАВЕЛ_ТАРАКАНОВ_2007

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ANSYS Multiphysics
Student: Tarakanov Pavel
Speciality: Applied Mechanics

Agenda
Finite element method
ANSYS Inc
ANSYS Multiphysics

Basic steps in
Finite element method

1. Create and discretize the solution
domain into finite elements.
2. Assume a shape function to
represent the physical behavior
of an element.
3. Develop equations for an element.
4. Construct the global stiffness matrix.
5. Apply boundary conditions, initial
6. Solve algebraic equations to obtain
nodal results, such as
displacements values at different
nodes etc.
7. Obtain other important information.

ANSYS

Detail Geometry Creation

Solid geometry of an assembly

Geometry representing the air around an
electric motor armature is created for a
later field analysis.

Patch surfaces created on larger areas
for applying boundary conditions.

ANSYS Multiphysics (examples)
1
NODAL SOLUTION
NOV 1 2007
06:27:29

STEP=1
SUB =1
TIME=1
UY
(AVG)
RSYS=0
DMX =.151528
SMN =-.093239
SMX =.606E-03

MX

Y
X

Z

MN

-.093239

-.082811

-.072384

-.061957

-.05153

-.041102

-.030675

-.020248

-.009821

.606E-03

File: ramka

1

NODAL SOLUTION
NOV 1 2007
06:26:36

STEP=1
SUB =1
TIME=1
SEQV
(AVG)
DMX =.151528
SMN =.817779
SMX =286.836

Y
Z

X

MN

MX

.817779
File: ramka

32.598

64.377

96.157

127.937

159.717

191.497

223.277

255.056

286.836

ANSYS Multiphysics (examples)
1

1
NODAL SOLUTION
STEP=1
SUB =1
TIME=1
SEQV
(AVG)
DMX =.409745
SMN =.066964
SMX =177.185

Z
MN

NOV 30 2007
00:01:02

X

STEP=1
SUB =1
TIME=1
USUM
(AVG)
RSYS=0
DMX =.409745
SMX =.409745

MX

Y

NODAL SOLUTION

Z

NOV 30 2007
00:01:17

X
MX

Y

MN

.066964

19.747

39.427

59.106

78.786

98.466

118.146

137.825

157.505

0

177.185

File: 54

1

1

ELEMENT SOLUTION

NOV 11 2007
19:28:11

STEP=1
SUB =1
TIME=1
EPTOEQV (NOAVG)
DMX =.196049
SMN =.174E-05
SMX =.002247

Z

.045527

.091054

.136582

.182109

.227636

.273163

.318691

.364218

.409745

File: 54

ELEMENT SOLUTION

Y

Z

MX

X

Y

.174E-05

MX

X

MN

File: Si3

NOV 11 2007
19:27:57

STEP=1
SUB =1
TIME=1
SEQV
(NOAVG)
DMX =.196049
SMN =.347977
SMX =449.392

MN

.251E-03

.501E-03

.750E-03

.100E-02

.001249

.001499

.001748

.001997

.002247

.347977

File: Si3

50.242

100.136

150.029

199.923

249.817

299.711

349.605

399.498

449.392

ANSYS CFX