/FAIL/FABRIC

ブロックフォーマットのキーワード 繊維材料の繊維のための異方性ひずみ破壊モデルを記述します(/MAT/LAW58)。

フォーマット

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
/FAIL/FABRIC/mat_ID/unit_ID
ε f1 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadAgacaaIXaaabeaaaaa@3970@ ε r1 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadkhacaaIXaaabeaaaaa@397C@ ε f2 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadAgacaaIYaaabeaaaaa@3971@ ε r2 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadkhacaaIYaaabeaaaaa@397D@    
fct_ID                  
オプションの行:
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
fail_ID                  

定義

フィールド 内容 SI単位の例
mat_ID 材料識別子

(整数、最大10桁)

 
unit_ID 単位識別子

(整数、最大10桁)

 
ε f 1 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadAgacaaIXaaabeaaaaa@3970@ 方向1の破壊引張ひずみ

デフォルト = 1.0E20(実数)

 
ε r 1 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadkhacaaIXaaabeaaaaa@397C@ 方向1の破断引張ひずみ

デフォルト = 2.0E20(実数)

 
ε f 2 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadAgacaaIXaaabeaaaaa@3970@ 方向2の破壊引張ひずみ

デフォルト = 1.0E20(実数)

 
ε r 2 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadkhacaaIXaaabeaaaaa@397C@ 方向2の破断引張ひずみ

デフォルト = 2.0E20(実数)

 
fct_ID f ( ε ˙ ) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaciOzamaabm aabaGafqyTduMbaiaaaiaawIcacaGLPaaaaaa@3A1C@ の関数識別子。両方向の引張ひずみ限度のスケールファクターvs.対応するひずみ速度の関数です。

(整数)

 
fail_ID 破壊基準識別子

(整数、最大10桁)

 

例(布)

#RADIOSS STARTER
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/UNIT/1
unit for mat
                  kg                  mm                  ms
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#-  2. MATERIALS:
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/MAT/LAW58/1/1
Altair test fabric LAW58
#              RHO_I
               8e-07
#                 E1                  B1                  E2                  B2                FLEX
                0.38                   0                0.38                   0                   1
#                 G0                  GT              AlphaT                 Gsh           sensor_ID
              0.0035              0.0055               7.175                   0                   1
#                 Df                  Ds               GFROT                             ZERO_STRESS
                0.00                0.00                   0                                       1	 
#       N1        N2                  S1                  S2               FLEX1               FLEX2
         1         1                   0                   0                   0                   0
#  fct_ID1                       Fscale1
       500                             1
#  fct_ID2                       Fscale2
       501                          1.07
#  fct_ID3                       Fscale3
       502                             1
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
#  FCT_ID4   FCT_ID5             Fscale4             Fscale5   FCT_ID6             Fscale6
       600       600                   1                   1       502                   1
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FAIL/FABRIC/1/1
#             EPS_f1              EPS_r1              EPS_f1              EPS_r1
                0.2                  0.5                 0.2                 0.5
#    Fct_ID
         0		 
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/500
stress-strain curve dir 1
#        true strain         true stress
            0.0e+000                   0
            1.0e-002         2.9343e-003
            2.0e-002         5.2630e-003
            3.0e-002         6.9235e-003
            4.0e-002         8.4176e-003
            5.0e-002         1.0120e-002
            6.0e-002         1.2102e-002
            7.0e-002         1.4219e-002
            8.0e-002         1.6595e-002
            9.0e-002         1.9202e-002
            1.0e-001         2.2040e-002
            1.1e-001         2.5270e-002
            1.2e-001         2.8711e-002
            1.3e-001         3.2558e-002
            1.4e-001         3.6676e-002
            1.5e-001         4.1031e-002
            1.6e-001         4.5697e-002
/FUNCT/501
stress-strain curve dir 2
#        true strain         true stress
            0.0e+000                   0
            1.0e-002         3.7475e-003
            2.0e-002         6.4746e-003
            3.0e-002         8.6433e-003
            4.0e-002         1.0769e-002
            5.0e-002         1.2923e-002
            6.0e-002         1.5325e-002
            7.0e-002         1.8090e-002
            8.0e-002         2.1231e-002
            9.0e-002         2.4870e-002
            1.0e-001         2.8884e-002
            1.1e-001         3.3246e-002
            1.2e-001         3.8027e-002
            1.3e-001         4.3127e-002
            1.4e-001         4.8519e-002
            1.5e-001         5.4217e-002
            1.6e-001         6.0077e-002
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/502
stress-strain curve dir 12
#              angle         true stress
  -16.170000000e-000  -1.5741500000e-003
  -7.1750000000e-000  -4.3750000000e-004
   0.0000000000e+000   0.0000000000e+000
   7.1750000000e-000   4.3750000000e-004
   16.170000000e-000   1.5741500000e-003
/FUNCT/600
unloading stress-strain curve dir 1, 2
#                  X                   Y
            0.0e+000            0.0e+000
            2.0e-002            5.0e-004
            4.0e-002            1.0e-003
            6.0e-002            2.0e-003
            8.0e-002            5.0e-003
            1.0e-001            1.0e-002
            1.2e-001            3.0e-002
            1.4e-001            7.0e-002
#ENDDATA
/END
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|

コメント

  1. この破壊基準は、繊維材料/MAT/LAW58 (FABR_A)とのみ適合性があります。
  2. 次の場合、破壊と損傷は各方向で別々に定義されます( i MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyAaaaa@36E4@ =1,2):(1)
    ε i ε f i D i = ε i ε f i ε r i ε f i MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadMgaaeqaaOGaeyyzImRaeqyTdu2aaSbaaSqaaiaadAga caWGPbaabeaakiabgkDiElaadseadaWgaaWcbaGaamyAaaqabaGccq GH9aqpdaWcaaqaaiabew7aLnaaBaaaleaacaWGPbaabeaakiabgkHi Tiabew7aLnaaBaaaleaacaWGMbGaamyAaaqabaaakeaacqaH1oqzda WgaaWcbaGaamOCaiaadMgaaeqaaOGaeyOeI0IaeqyTdu2aaSbaaSqa aiaadAgacaWGPbaabeaaaaaaaa@5367@

    ここで、 ε i MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTdu2aaS baaSqaaiaadMgaaeqaaaaa@38B8@ は繊維引張ひずみ。

    繊維の応力は、下記によって減じられます:(2)
    σ i = σ i ( 1 D i ) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4Wdm3aaS baaSqaaiaadMgaaeqaaOGaeyypa0Jaeq4Wdm3aaSbaaSqaaiaadMga aeqaaOGaeyyXIC9aaeWaaeaacaaIXaGaeyOeI0IaamiramaaBaaale aacaWGPbaabeaaaOGaayjkaiaawMcaaaaa@4433@
  3. 要素の削除も/PROP/TYPE16P_thickfailによって制御されます。
  4. fail_IDは、/STATE/SHELL/FAILおよび/INISHE/FAILまたは/INISH3/FAILで使用されます。デフォルト値はありません。この行が空白の場合、/INISHE/FAIL内の破壊モデル変数のために出力される値はありません(/STATE/SHELL/FAILオプションで.staファイルに書き込まれます)。
  5. 要素は、両方向の損傷値がすべての積分点で限界値D= 1.0に達すると削除されます。Engineで/ANIM/SHELL/DAMA/H3D/SHELL/DAMA/NPT=ALLを使用すると、損傷値の最大値を見ることができます。