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/INISHE/STRS_F or /INISH3/STRS_F

/INISHE/STRS_F or /INISH3/STRS_F

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/INISHE/STRS_F or /INISH3/STRS_F

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/INISHE/STRS_F or /INISH3/STRS_F - Initial State for Stress

Description

Describes the initial state for stress.

Format

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

/INISHE/STRS_F/unit_ID or

/INISH3/STRS_F/unit_ID

shell_ID

nb_integr

npg

Thick

 

 

 

 

 

E1m

E1b

H1

H2

H3

 

if nb_integr = 0

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

symbol1

symbol2

symbol12

symbol23

symbol31

E1p

symbolb1

symbolb2

symbolb12

 

 

 

if nb_integr > 0

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

symbol1

symbol2

symbol12

 

 

 

 

symbol23

symbol31

E1p

 

 

 

 

hmtoggle_plus1Flag Definition

Field

Contents

SI Unit Example

unit_ID

Optional unit identifier

(Integer, maximum 10 digits)

 

shell_ID

Element identifier

(Integer)

 

nb_integr

Integration point number through the thickness

Must be equal to the number of integration points given in the shell property.

(Integer)

 

npg

Number of surface quadrature points

Must be set according to the formulation which is used in the shell property.

(Integer)

= 0: default set to 1

= 1: must be used for shell formulations Ishell =1, 2, 3, 4 or Ish3n =1, 2, 31

= 3: must be used for DKT18 shell formulation (Ish3n =30)

= 4: must be used for BATOZ or QEPH formulation (Ishell =12, 24)

 

Thick

Shell thickness (see Comment 8)

(Real)

 

E1m

Total membrane energy

(Real)

symbol_J

E1b

Total bending energy

(Real)

symbol_J

H1

Hourglass force (see Comment 3)

(Real)

symbol_N_unit

H2

Hourglass force (see Comment 3)

(Real)

symbol_N_unit

H3

Hourglass force (see Comment 3)

(Real)

symbol_N_unit

symbol1

First plane stress

(Real)

symbol_Pa

symbol2

Second plane stress

(Real)

symbol_Pa

symbol12

Shear stress

(Real)

symbol_Pa

symbol23

Shear stress

(Real)

symbol_Pa

symbol31

Shear stress

(Real)

symbol_Pa

E1p

Plastic strain

(Real)

 

symbolb1

Bending stress

(Real)

symbol_Pa

symbolb2

Bending stress

(Real)

symbol_Pa

symbolb12

Bending stress

(Real)

symbol_Pa

hmtoggle_plus1Comments
1.The H1, H2 and H3 are read only when npg = 0 or npg = 1.
2.The bending stresses are:

where, l is the length, e is the thickness, and M is the moment.

3.For npg = 0 or 1 and nb_integr > 0, the optional continuation lines have to be repeated for each integration point.
4.For npg = 3 or 4, the optional continuation lines must be repeated npg times for each integration point as follows:

repeat for each integration point

Line 7

Line 8

5.The initial state for shell may be defined by more than one block.
6.The value given for thickness (Thick) will be used instead of the thickness given in property or in the shell definition.