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/TH/BRIC

/TH/BRIC

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/TH/BRIC

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Block Format Keyword

/TH/BRIC - Time History - Brick

Description

Describes the time history for bricks.

Format

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

/TH/BRIC/thgroup_ID

thgroup_name

var_ID1

var_ID2

var_ID3

var_ID4

var_ID5

var_ID6

var_ID7

var_ID8

var_ID9

var_ID10

elem_ID

 

elem_name

 

 

 
hmtoggle_plus1Flag Definition

Field

Contents

thgroup_ID

TH group identifier

(Integer, maximum 10 digits)

thgroup_name

TH group name

(Character, maximum 100 characters)

var_ID1, ...n

Variables saved for TH (see table below)

(Character, maximum 8 characters)

elem_ID

Element identifier

(Integer)

elem_name

Name of the element to appear in the time history

(Integer, maximum 80 characters)
hmtoggle_plus1TH Output Keyword & Variables

Keyword

Object saved

Variables

BRIC

Solids

OFF, SX, SY, SZ, SXY, SYZ, SXZ, LSX, LSY, LSZ, LSXY, LSYZ, LSXZ, IE, DENS, BULK, VOL, PLAS, TEMP, PLSR, DAM1, DAM2, DAM3, DAM4, DAM5, DAMA, SA1, SA2, SA3, CR, CAP, K0, RK, TD, EFIB, ISTA, VPLA, BFRAC, WPLA, SFIB, EPSXX, EPSYY, EPSZZ, EPSXY, EPSZX, EPSYZ

SXi, SYi, SZi, SXYi, SYZi, SXZi (i=1,8)

LSXi, LSYi, LSZi, LSXYi, LSYZi, LSXZi (i=1,8), USRi (i=1,60)

SXijk, SYijk, SZijk, SXYijk, SYZijk, SXZijk, EPijk (i=1,3; j=1,9; k=1,3)

SXiUk, SYiUk, SZiUk, SXYiUk, SXZiUk, SYZiUk, EPiUk (i=1,3; k=1,3)

SXiDk, SYiDk, SZiDk, SXYiDk, SXZiDk, SYZiDk, EPiDk (i=1,3; k=1,3)

USR1_ijk, USR2_ijk, USR3_ijk, USR4_ijk, USR5_ijk, USR6_ijk, USR7_ijk, USR8_ijk, USR9_ijk (i=1,3; j=1,9; k=1,3)

E11_ik_j, E12_ik_j, E13_ik_j, E22_ik_j, E23_ik_j, E33_ik_j (i=1,3; k=1,3; j=1,200)

S11_ik_j, S12_ik_j, S13_ik_j, S22_ik_j, S23_ik_j, S33_ik_j (i=1,3; k=1,3; j=1,200)
hmtoggle_plus1Table of available variables - Part 2

Keyword

Variable Group

Saved TH Variables

BRIC

DEF

STRESS

LOCSTRS

EPS_ik_j

 

SIG_ik_j

OFF, SX, SY, SZ, SXY, SYZ, SXZ, IE, DENS, PLAS, TEMP

SX, SY, SZ, SXY, SYZ, SXZ

LSX, LSY, LSZ, LSXY, LSYZ, LSXZ

E11_ik_j, E12_ik_j, E13_ik_j, E22_ik_j, E23_ik_j, E33_ik_j (i=1,3; k=1,3; j=1,200)

S11_ik_j, S12_ik_j, S13_ik_j, S22_ik_j, S23_ik_j, S33_ik_j (i=1,3; k=1,3; j=1,200)
hmtoggle_plus1Output for brick

Output for Brick

Available for Material Law

OFF: element flag for deactivation
(see Comment 16)

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 23, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 69, 71, 72, 74, 76, 78, 79, 81, 82, 83, 84, 92

SX, SY, SZ, SXY, SYZ, and SXZ:

component of the stress matrix in the global frame

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 69, 71, 72, 74, 76, 78, 79, 81, 82, 83, 84, 92

LSX, LSY, LSZ, LSXY, LSYZ, and LSXZ:

component of the stress matrix in the local frame

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 69, 71, 72, 74, 76, 78, 79, 81, 82, 83, 84, 92

IE: internal energy density
(internal energy per unit volume)

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 23, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 66, 71, 72, 74, 76, 78, 81, 82, 83, 84, 92

DENS: density

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 23, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 71, 72, 74, 76, 81, 82, 83, 84, 92

BULK: bulk viscosity

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 23, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 59, 66, 71, 72, 74, 76, 78, 81, 83, 84, 92

VOL: volume

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 23, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 59, 66, 71, 72, 74, 76, 78, 81, 83, 84, 92

PLAS: plastic strain

2, 3, 4, 59, 83

TEMP: temperature

4, 6, 11, 71

PLSR: strain rate

4, 7, 8, 9, 16, 26, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 40, 41, 42, 43, 44, 46, 48, 50, 48, 49, 50, 51, 52, 53, 54, 57, 58, 59, 60, 62, 63, 64, 65, 66, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 87, 92

DAM1: tensile damage in direction 1

25

DAM2: tensile damage in direction 2

25

DAM3: tensile damage in direction 3

25

DAM4: tensile damage in direction 1

Tsai Wu yield function

25

DAM5: tensile damage in direction 23

25

DAMA: sum of damages

24

SA1: stress reinforced in direction 1

24

SA2: stress reinforced in direction 2

24

SA3: stress reinforced in direction 3

24

CR: volume of open cracks

24

CAP: cap parameter

24

K0: plastic parameter

24

RK: turbulent energy

6, 11

TD: turbulent dissipation

6, 11

EFIB: fiber strain

14

ISTA: phase state

16

VPLA: equivalent volumetric plastic strain

10, 21

BFRAC: burn fraction

5, 51

WPLA: plastic work

14

SFIB: stress in fibers

14

EPSXX, EPSYY, EPSZZ, EPSXY, EPSZX, and EPSYZ

All material

AUX1, AUX2, AUX3: user variables

29, 30, 31, 37, 38, 40, 42, 44, 46, 48, 82, 92

SXi, SYi, SZi, SXYi, SXZi, SYZi (i=1,8)

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 71, 72, 74, 76, 78, 81, 82, 83, 84, 92

LSXi, LSYi, LSZi, LSXYi, LSXZi, LSYZi (i=1,8)

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 71, 72, 74, 76, 78, 81, 82, 83, 84, 92

USRi (i=1,60)

28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 48, 50, 51, 52, 53, 66, 71, 72, 74, 76, 78, 81, 82, 83, 84, 92

SXijk, SYijk, SZijk, SXYijk, SXZijk, SYZijk, EPijk (i=1,3; j=1,9; k=1,3)

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 71, 72, 74, 76, 78, 81, 82, 83, 84, 92

SXiUk, SYiUk, SZiUk, SXYiUk, SXZiUk, SYZiUk, EPiUk, SXiDk, SYiDk, SZiDk, SXYiDk, SXZiDk, SYZiDk (i=1,3; k=1,3)

0, 1, 2, 3, 4, 5, 6, 10, 11, 16, 18, 21, 22, 24, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 46, 48, 50, 51, 52, 53, 59, 66, 71, 72, 74, 76, 78, 81, 82, 83, 84, 92

USR1_ijk, USR2_ijk, USR3_ijk, USR4_ijk, USR5_ijk, USR6_ijk, USR7_ijk, USR8_ijk, USR9_ijk (i=1,3; j=1,9; k=1,3)

28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 40, 42, 44, 48, 50, 51, 52, 53, 66, 71, 72, 74, 76, 78, 81, 82, 83, 84, 92
hmtoggle_plus1Comments
1.Available names are listed in the two tables above.

In the first table, TH-variables are listed. If a TH-variable is requested, this variable is written.

In the second table, other variable groups are listed. If a variable group is requested, all the associated TH-variables are written at once.

2.The strain tensor variables EPSXX, EPSYY, EPSZZ, EPSXY, EPSZX, and EPSYZ are only available with HEPS or PA6 (thick shell) and 8, 10, 16, 20 nodes brick and HA8.
3.SX, SY ... are the stress tensor components expressed in the global skew frame.
4.LSX, LSY ... are the stress matrices expressed in the local skew (only available if Isolid =1, 2 and 12).

Local skew means the co-rotational frame in case of an isotropic law.

Local skew means the orthotropic system in case of an orthotropic law (Law 14, 24 or 28).

5.SXi, SYi, and SZi  ... are the stress matrices expressed in the global skew per integration point (only available with 8 node bricks and Isolid = 12 for (i =1,8) or 10 node tetrahedrons for (i =1,4)).
6.LSXi, LSYi, and LSZi ... are the stress matrices expressed in the local skew per integration point (only available with 8 node bricks and Isolid =12).

Local skew means the co-rotational frame in case of an isotropic law.

Local skew means the orthotropic system in case of an orthotropic law (Law 14, 24 or 28).

7.SXijk, SYijk, SZijk, SXYijk, SYZijk, ... EPijk are the stress tensor and plastic strains on each integration point in the global skew. Available for brick with 16 and 20 nodes.
8.Stresses and plastic strain are available per integration point using SX1j1, SY1j1, SZ1j1, SXY1j1, SYZ1j1, ... EP1j1. This output is in local element frame.
9.SXiUk, SYiUk, SZiUk, SXYiUk, SXZiUk, SYZiUk, EPiUk, SXiDk, SYiDk, SZiDk, SXYiDk, SXZiDk, and SYZiDk are the stress tensor and plastic strains on upper and lower skin (D for lower skin and U for upper skin) in the global skew. Available for Brick with 16 and 20 nodes.
10.USR1_ijk, USR2_ijk, ... USR9_ijk are the output for the user variables for the material user’s law on each integration point. Available for brick with 16 and 20 nodes.
12.SX, SY ... are the stress tensor components expressed in the global skew frame.
13.LSX, LSY … are stress tensors components expressed in the global skew frame for the global formulation or in the co-rotational skew frame for the co-rotational formulation.
14.E11_ik_J: component of strain matrix in their local frame (bricks for /PROP/TYPE22).
15.S11_ik_J: component of stress matrix in their local frame (bricks for /PROP/TYPE22).
16.OFF:

0.0 deleted element
1.0 active element
2.0 (shells / solids): active element using small strain
Negative value -1/-2 when the element is on standby due to rigid body

Some intermediate values can be found during few cycles before element deletion (progressive reduction of off during a few cycles applies as a multiplicative factor to the stress, so that the stress is progressively vanished and element is deleted after ~ 10 cycles). This process applies to some element types, but not all.