Определение напряженно-деформированного состояния ствола артиллерийского орудия в Ansys Workbench, страница 4

Object Name

Solution Information

State

Solved

Solution Information

Solution Output

Solver Output

Newton-Raphson Residuals

0

Update Interval

2,5 s

Display Points

All

TABLE 11 Model (A4) > Static Structural (A5) > Solution (A6) > Results

Object Name

Equivalent Stress

Shear Stress

Total Deformation

State

Solved

Scope

Scoping Method

Geometry Selection

Geometry

All Bodies

Definition

Type

Equivalent (von-Mises) Stress

Shear Stress

Total Deformation

By

Time

Display Time

Last

Calculate Time History

Yes

Identifier

Orientation

XZ Plane

Coordinate System

Global Coordinate System

Integration Point Results

Display Option

Averaged

Results

Minimum

1110,5 Pa

-10821 Pa

0, m

Maximum

94609 Pa

17085 Pa

1,3392e-003 m

Information

Time

1, s

Load Step

1

Substep

1

Iteration Number

1

Material Data

Structural Steel

TABLE 12 Structural Steel > Constants

Density

7850 kg m^-3

Coefficient of Thermal Expansion

1.2e-005 C^-1

Specific Heat

434 J kg^-1 C^-1

Thermal Conductivity

60.5 W m^-1 C^-1

Resistivity

1.7e-007 ohm m

TABLE 13 Structural Steel > Compressive Ultimate Strength

Compressive Ultimate Strength Pa

0

TABLE 14 Structural Steel > Compressive Yield Strength

Compressive Yield Strength Pa

2.5e+008

TABLE 15 Structural Steel > Tensile Yield Strength

Tensile Yield Strength Pa

2.5e+008

TABLE 16 Structural Steel > Tensile Ultimate Strength

Tensile Ultimate Strength Pa

4.6e+008

TABLE 17 Structural Steel > Isotropic Secant Coefficient of Thermal Expansion

Reference Temperature C

22

TABLE 18 Structural Steel > Alternating Stress Mean Stress

Alternating Stress Pa

Cycles

Mean Stress Pa

3.999e+009

10

0

2.827e+009

20

0

1.896e+009

50

0

1.413e+009

100

0

1.069e+009

200

0

4.41e+008

2000

0

2.62e+008

10000

0

2.14e+008

20000

0

1.38e+008

1.e+005

0

1.14e+008

2.e+005

0

8.62e+007

1.e+006

0

TABLE 19 Structural Steel > Strain-Life Parameters

Strength Coefficient Pa

Strength Exponent

Ductility Coefficient

Ductility Exponent

Cyclic Strength Coefficient Pa

Cyclic Strain Hardening Exponent

9.2e+008

-0.106

0.213

-0.47

1.e+009

0.2

TABLE 20 Structural Steel > Isotropic Elasticity

Temperature C

Young's Modulus Pa

Poisson's Ratio

Bulk Modulus Pa

Shear Modulus Pa

2.e+011

0.3

1.6667e+011

7.6923e+010

TABLE 21 Structural Steel > Isotropic Relative Permeability

Relative Permeability

10000