r3.01.01 Fonctions de forme et points d’intégration des éléments finis#

Résumé:

On décrit la géométrie et la topologie des éléments finis implantés dans Code_Aster ; pour chaque élément de référence, l’expression des fonctions de forme et les différentes familles de points d’intégration ainsi que les poids associés sont détaillés.

Les éléments linéiques : SE2, SE3 et SE4#

SE2 : segment à 2 nœuds

nombre de nœuds

: 2

nombre de nœuds sommets

: 2

SE3 : segment à 3 nœuds

nombre de nœuds

: 3

nombre de nœuds sommets

: 2

\(x\)

\(\mathrm{N1}\)

-1.0

\(\mathrm{N2}\)

1.0

\(\mathrm{N3}\)

0.0

../../../../_images/1000037600000D200000082A48C4D0285F94A1B5.svg

SE4 : segment à 4 nœuds

nombre de nœuds

: 4

nombre de nœuds sommets

: 2

\(x\)

\(\mathrm{N1}\)

-1.0

\(\mathrm{N2}\)

1.0

\(\mathrm{N3}\)

-1/3

\(\mathrm{N4}\)

+1/3

../../../../_images/Object_12.svg

fonctions de forme du segment à 2 nœuds:

\({w}_{1}(x)=0.5(1-x)\phantom{\rule{4em}{0ex}}{w}_{2}(x)=0.5(1+x)\)

fonctions de forme du segment à 3 nœuds:

\({w}_{1}(x)=-0.5(1-x)x\phantom{\rule{4em}{0ex}}{w}_{2}(x)=0.5(1+x)x\phantom{\rule{4em}{0ex}}{w}_{3}(x)=(1+x)(1-x)\)

fonctions de forme du segment à 4 nœuds:

\(\begin{array}{c}{w}_{1}(x)=\frac{9}{16}\left(1-x\right)\left(x+\frac{1}{3}\right)\left(x-\frac{1}{3}\right)\\ {w}_{2}(x)=-\frac{9}{16}\left(1+x\right)\left(\frac{1}{3}-x\right)\left(x+\frac{1}{3}\right)\\ {w}_{3}(x)=\frac{27}{16}\left(x-1\right)\left(x+1\right)\left(x-\frac{1}{3}\right)\\ {w}_{4}(x)=-\frac{27}{16}\left(x-1\right)\left(x+1\right)\left(x+\frac{1}{3}\right)\end{array}\)

Nombre de points d’intégration

Point

\(x\)

Poids

1

1

0.000000000000000

2.000000000000000

2

1

0.577350269189626

1.000000000000000

2

-0.577350269189626

1.000000000000000

3

1

-0.774596669241000

0.000000000000000

2

0.000000000000000

0.000000000000000

3

0.770000000000000

0.000000000000000

4

1

0.339981043584856

0.652145154862546

2

-0.339981043584856

0.652145154862546

3

0.861136311594053

0.347854845137454

4

-0.861136311594053

0.347854845137454

Les éléments surfaciques#

Triangles : ELREFE TR3, TR6, TR7#

../../../../_images/Object_5.svg

Coordonnées des nœuds:

\(\xi\)

\(\eta\)

N1

0.0

0.0

N2

1.0

0.0

N3

0.0

1.0

N4

0.5

0.0

N5

0.5

0.5

N6

0.0

0.5

N7

1/3

1/3

Famille

Point

\(\xi\)

\(\eta\)

Poids

FPG1

1

1/3

1/3

1/2

FPG3

1

1/6

1/6

1/6

2

2/3

1/6

1/6

3

1/6

2/3

1/6


FPG4

1

1/5

1/5

25/(24*4)

2

3/5

1/5

25/(24*4)

3

1/5

3/5

25/(24*4)

4

1/3

1/3

-27/(24*4)

FPG6

1

b

b

P2

2

1 – 2b

b

P2

3

b

1 – 2b

P2

4

a

1 – 2a

P1

5

a

a

P1

6

1 – 2a

a

P1


COT3

1

1/2

1/2

1/6

2

0

1/2

1/6

3

1/2

0

1/6

Avec

P1 = 0.11169079483905,

P2 = 0.0549758718227661,

A = 0.445948490915965,

b = 0.091576213509771

Famille

Point

\(\xi\)

\(\eta\)

Poids

FPG7

1

1/3

1/3

9/80

2

A

A

P1

3

1-2A

A

P1

4

A

1-2A

P1

5

B

B

P2

6

1-2B

B

P2

7

B

1-2B

P2

Avec

A = 0.470142064105115

B = 0.101286507323456

P1 = 0.066197076394253

P2 = 0.062969590272413

Famille

Point

\(\xi\)

\(\eta\)

Poids

FPG12

1

A

A

P1

2

1-2A

A

P1

3

A

1-2A

P1

4

B

B

P2

5

1-2B

B

P2

6

B

1-2B

P2

7

C

D

P3

8

D

C

P3

9

1-C-D

C

P3

10

1-C-D

D

P3

11

C

1-C-D

P3

12

D

1-C-D

P3

Avec

A = 0.063089014491502

B = 0.249286745170910

C = 0.310352451033785

D = 0.053145049844816

P1 = 0.025422453185103

P2 = 0.058393137863189

P3 = 0.041425537809187

TR3 : triangle à 3 nœuds

nombre de nœuds

: 3

nombre de nœuds sommets

: 3

fonctions de forme et dérivées premières du triangle à 3 nœuds:

\(\left\lbrace N\right\rbrace\)

\(\left\lbrace \partial N/\partial \xi \right\rbrace\)

\(\left\lbrace \partial N/\partial \eta \right\rbrace\)

\(1-\xi -\eta\)

\(-1\)

\(-1\)

\(\xi\)

\(1\)

\(0\)

\(\eta\)

\(0\)

\(1\)

TR6 : triangle à 6 nœuds

nombre de nœuds

: 6

nombre de nœuds sommets

: 3

fonctions de forme, dérivées premières du triangle à 6 nœuds:

\(\left\lbrace N\right\rbrace\)

\(\left\lbrace \partial N/\partial \xi \right\rbrace\)

\(\left\lbrace \partial N/\partial \eta \right\rbrace\)

\(-(1-\xi -\eta )(1-2(1-\xi -\eta ))\)

\(1-4(1-\xi -\eta )\)

\(1-4(1-\xi -\eta )\)

\(-\xi (1-2\xi )\)

\(-1+4\xi\)

\(0\)

\(-\eta (1-2\eta )\)

\(0\)

\(-1+4\eta\)

\(4\xi (1-\xi -\eta )\)

\(4(1-2\xi -\eta )\)

\(-4\xi\)

\(4\xi \eta\)

\(\mathrm{4\eta }\)

\(4\xi\)

\(4\eta (1-\xi -\eta )\)

\(-4\eta\)

\(4(1-\xi -2\eta )\)

dérivées secondes du triangle à 6 nœuds:

\(\left\lbrace {\partial}^{2}N/\partial {\xi}^{2}\right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial \xi \partial \eta \right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial {\eta}^{2}\right\rbrace\)

4

4

4

4

0

0

0

0

4

-8

-4

0

0

4

0

0

-4

-8

TR7 : triangle à 7 nœuds

nombre de nœuds

: 7

nombre de nœuds sommets

: 3

fonctions de forme du triangle à 7 nœuds:

\(\left\lbrace N\right\rbrace\)

\(1-3(\xi +\eta )+2({\xi}^{2}+{\eta}^{2})+7\xi \eta -3\xi \eta (\xi +\eta )\)

\(\xi (-1+2\xi +3\eta -3\eta (\xi +\eta ))\)

\(\eta (-1+2\xi +3\eta -3\xi (\xi +\eta ))\)

\(4\xi (1-\xi -4\eta +3\eta (\xi +\eta ))\)

\(4\xi \eta (-2+3(\xi +\eta ))\)

\(4\eta (1-4\xi -\eta +3\xi (\xi +\eta ))\)

\(27\xi \eta (1-\xi -\eta )\)

dérivées premières du triangle à 7 nœuds:

\(\left\lbrace \partial N/\partial \xi \right\rbrace\)

\(\left\lbrace \partial N/\partial \eta \right\rbrace\)

\(-3+4\xi +7\eta -6\xi \eta -3{\eta}^{2}\)

\(-3+7\xi +4\eta -6\xi \eta -3{\xi}^{2}\)

\(-1+4\xi +3\eta -6\xi \eta -3{\eta}^{2}\)

\(3\xi (1-\xi -2\eta )\)

\(3\xi (1-2\eta -\xi )\)

\(-1+3\xi +4\eta -6\xi \eta -3{\xi}^{2}\)

\(4(1-2\xi -4\eta +6\xi \eta +3{\eta}^{2})\)

\(4\xi (-4+3\xi +6\eta )\)

\(4\eta (-2+6\xi +3\eta )\)

\(4\xi (-2+3\xi +6\eta )\)

\(4\eta (-4+6\xi +3\eta )\)

\(4(-1-4\xi -2\eta +6\xi \eta +3{\xi}^{2})\)

\(27\eta (1-2\xi -\eta )\)

\(27\xi (1-\xi -2\eta )\)

dérivées secondes du triangle à 7 nœuds:

\(\left\lbrace {\partial}^{2}N/\partial {\xi}^{2}\right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial \xi \partial \eta \right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial {\eta}^{2}\right\rbrace\)

\(4-6\eta\)

\(7-6\xi -6\eta\)

\(4-6\xi\)

\(4-6\eta\)

\(3-6\xi -6\eta\)

\(-6\xi\)

\(-6\eta\)

\(3-6\xi -6\eta\)

\(4-6\xi\)

\(4(-2+6\eta )\)

\(4(-4+6\xi +6\eta )\)

\(24\xi\)

\(24\eta\)

\(4(-2+6\xi +6\eta )\)

\(24\xi\)

\(24\eta\)

\(4(-4+6\xi +6\eta )\)

\(4(-2+6\xi )\)

\(-54\eta\)

\(27(1-2\xi -2\eta )\)

\(-54\xi\)

Quadrangles : ELREFE QU4, QU8, QU9#

../../../../_images/Object_98.svg

Coordonnées des nœuds:

\(\xi\)

\(\eta\)

\(\mathrm{N1}\)

-1.0

-1.0

\(\mathrm{N2}\)

1.0

-1.0

\(\mathrm{N3}\)

1.0

1.0

\(\mathrm{N4}\)

-1.0

1.0

\(\mathrm{N5}\)

0.0

-1.0

\(\mathrm{N6}\)

1.0

0.0

\(\mathrm{N7}\)

0.0

1.0

\(\mathrm{N8}\)

-1.0

0.0

\(\mathrm{N9}\)

0.0

0.0

Famille

Point

\(\xi\)

\(\eta\)

Poids

FPG1

1

0

0

4

FPG4

1

\(-a\)

\(-a\)

1.0

2

\(a\)

\(-a\)

1.0

3

\(a\)

\(a\)

1.0

4

\(-a\)

\(a\)

1.0

\(a=1/\sqrt{3}\)

FPG9

1

\(-a\)

\(-a\)

25/81

2

\(a\)

\(-a\)

25/81

3

\(a\)

\(a\)

25/81

4

\(-a\)

\(a\)

25/81

5

0.0

\(-a\)

40/81

6

\(a\)

0.0

40/81

7

0.0

a

40/81

8

\(-a\)

0.0

40/81

9

0.0

0.0

64/81

\(a=0.774596669241483\)

QU4 : quadrangle à 4 nœuds

nombre de nœuds

: 4

nombre de nœuds sommets

: 4

fonctions de forme, dérivées premières et secondes du quadrangle à 4 nœuds:

\(\left\lbrace N\right\rbrace\)

\(\left\lbrace \partial N/\partial \xi \right\rbrace\)

\(\left\lbrace \partial N/\partial \eta \right\rbrace\)

\((1-\xi )(1-\eta )/4\)

\(-(1-\eta )/4\)

\(-(1-\xi )/4\)

\((1+\xi )(1-\eta )/4\)

\((1-\eta )/4\)

\(-(1+\xi )/4\)

\((1+\xi )(1+\eta )/4\)

\((1+\eta )/4\)

\((1+\xi )/4\)

\((1-\xi )(1+\eta )/4\)

\(-(1+\eta )/4\)

\((1-\xi )/4\)

\(\left\lbrace {\partial}^{2}N/\partial {\xi}^{2}\right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial \xi \partial \eta \right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial {\eta}^{2}\right\rbrace\)

0

1/4

0

0

-1/4

0

0

1/4

0

0

-1/4

0

QU8 : quadrangle à 8 nœuds

nombre de nœuds

: 8

nombre de nœuds sommets

: 4

fonctions de forme et dérivées premières du quadrangle à 8 nœuds:

\(\left\lbrace N\right\rbrace\)

\(\left\lbrace \partial N/\partial \xi \right\rbrace\)

\(\left\lbrace \partial N/\partial \eta \right\rbrace\)

\((1-\xi )(1-\eta )(-1-\xi -\eta )/4\)

\((1-\eta )(2\xi +\eta )/4\)

\((1-\xi )(\xi +2\eta )/4\)

\((1+\xi )(1-\eta )(-1+\xi -\eta )/4\)

\((1-\eta )(2\xi -\eta )/4\)

\(-(1+\xi )(\xi -2\eta )/4\)

\((1+\xi )(1+\eta )(-1+\xi +\eta )/4\)

\((1+\eta )(2\xi +\eta )/4\)

\((1+\xi )(\xi +2\eta )/4\)

\((1-\xi )(1+\eta )(-1-\xi +\eta )/4\)

\(-(1+\eta )(-2\xi +\eta )/4\)

\((1-\xi )(-\xi +2\eta )/4\)

\((1-{\xi}^{2})(1-\eta )/2\)

\(-\xi (1-\eta )\)

\(-(1-{\xi}^{2})/2\)

\((1+\xi )(1-{\eta}^{2})/2\)

\((1-{\eta}^{2})/2\)

\(-\eta (1+\xi )\)

\((1-{\xi}^{2})(1+\eta )/2\)

\(-\xi (1+\eta )\)

\((1-{\xi}^{2})/2\)

\((1-\xi )(1-{\eta}^{2})/2\)

\(-(1-{\eta}^{2})/2\)

\(-\eta (1-\xi )\)

dérivées secondes du quadrangle à 8 nœuds:

\(\left\lbrace {\partial}^{2}N/\partial {\xi}^{2}\right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial \xi \partial \eta \right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial {\eta}^{2}\right\rbrace\)

\((1-\eta )/2\)

\((1-2\xi -2\eta )/4\)

\((1-\xi )/2\)

\((1-\eta )/2\)

\(-(1+2\xi -2\eta )/4\)

\((1+\xi )/2\)

\((1+\eta )/2\)

\((1+2\xi +2\eta )/4\)

\((1+\xi )/2\)

\((1+\eta )/2\)

\(-(1-2\xi +2\eta )/4\)

\((1-\xi )/2\)

\(-1+\eta\)

\(\xi\)

\(0\)

\(0\)

\(-\eta\)

\(-1-\xi\)

\(-1-\eta\)

\(-\xi\)

\(0\)

\(0\)

\(\eta\)

\(-1+\xi\)

QU9 : quadrangle à 9 nœuds

nombre de nœuds

: 9

nombre de nœuds sommets

: 4

fonctions de forme et dérivées premières du quadrangle à 9 nœuds:

\(\left\lbrace N\right\rbrace\)

\(\left\lbrace \partial N/\partial \xi \right\rbrace\)

\(\left\lbrace \partial N/\partial \eta \right\rbrace\)

\(\xi \eta (\xi -1)(\eta -1)/4\)

\((2\xi -1)\eta (\eta -1)/4\)

\(\xi (\xi -1)(2\eta -1)/4\)

\(\xi \eta (\xi +1)(\eta -1)/4\)

\((2\xi +1)\eta (\eta -1)/4\)

\(\xi (\xi +1)(2\eta -1)/4\)

\(\xi \eta (\xi +1)(\eta +1)/4\)

\((2\xi +1)\eta (\eta +1)/4\)

\(\xi (\xi +1)(2\eta +1)/4\)

\(\xi \eta (\xi -1)(\eta +1)/4\)

\((2\xi -1)\eta (\eta +1)/4\)

\(\xi (\xi -1)(2\eta +1)/4\)

\((1-{\xi}^{2})\eta (\eta -1)/2\)

\(-\xi \eta (\eta -1)\)

\((1-{\xi}^{2})(2\eta -1)/2\)

\(\xi (\xi +1)(1-{\eta}^{2})/2\)

\((2\xi +1)(1-{\eta}^{2})/2\)

\(-\xi \eta (\xi +1)\)

\((1-{\xi}^{2})\eta (\eta +1)/2\)

\(-\xi \eta (\eta +1)\)

\((1-{\xi}^{2})(2\eta +1)/2\)

\(\xi (\xi -1)(1-{\eta}^{2})/2\)

\((2\xi -1)(1-{\eta}^{2})/2\)

\(-\xi \eta (\xi -1)\)

\((1-{\xi}^{2})(1-{\eta}^{2})\)

\(-2\xi (1-{\eta}^{2})\)

\(-2\eta (1-{\xi}^{2})\)

dérivées secondes du quadrangle à 9 nœuds:

\(\left\lbrace {\partial}^{2}N/\partial {\xi}^{2}\right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial \xi \partial \eta \right\rbrace\)

\(\left\lbrace {\partial}^{2}N/\partial {\eta}^{2}\right\rbrace\)

\(\eta (\eta -1)/2\)

\((\xi -1/2)(\eta -1/2)\)

\(\xi (\xi -1)/2\)

\(\eta (\eta -1)/2\)

\((\xi +1/2)(\eta -1/2)\)

\(\xi (\xi +1)/2\)

\(\eta (\eta +1)/2\)

\((\xi +1/2)(\eta +1/2)\)

\(\xi (\xi +1)/2\)

\(\eta (\eta +1)/2\)

\((\xi -1/2)(\eta +1/2)\)

\(\xi (\xi -1)/2\)

\(-\eta (\eta -1)\)

\(-\xi (2\eta -1)\)

\(1-{\xi}^{2}\)

\(1-{\eta}^{2}\)

\(-\eta (2\xi +1)\)

\(-\xi (\xi +1)\)

\(-\eta (\eta +1)\)

\(-\xi (\mathrm{2\eta }+1)\)

\(1-{\xi}^{2}\)

\(1-{\eta}^{2}\)

\(-\eta (2\xi -1)\)

\(-\xi (\xi -1)\)

\(-2(1-{\eta}^{2})\)

\(4\xi \eta\)

\(-2(1-{\xi}^{2})\)

Les éléments volumiques#

Tétraèdres : ELREFE TE4, T10#

../../../../_images/100012360000182F0000170C3B52F571AC5ECFD5.svg

Coordonnées des nœuds:

\(x\)

\(y\)

\(z\)

\(\mathrm{N1}\)

\(\mathrm{N2}\)

\(\mathrm{N3}\)

\(\mathrm{N4}\)

\(\mathrm{N5}\)

0.5

0.5

\(\mathrm{N6}\)

0.5

\(\mathrm{N7}\)

0.5

\(\mathrm{N8}\)

0.5

0.5

\(\mathrm{N9}\)

0.5

0.5

\(\mathrm{N10}\)

0.5

Fonctions de forme:

Formule à 4 nœuds

\(\lbrace \begin{array}{}{w}_{1}(x,y,z)=y\\ {w}_{2}(x,y,z)=z\\ {w}_{3}(x,y,z)=1-x-y-z\\ {w}_{4}(x,y,z)=x\end{array}\)

Formule à 10 nœuds

(281)#\[\begin{split}\begin{array}{}{w}_{1}=y(2y-1)\\ {w}_{2}=z(2z-1)\\ {w}_{3}=(1-x-y-z)(1-2x-2y-2z)\\ {w}_{4}=x(2x-1)\\ {w}_{5}=4yz\end{array}\end{split}\]

Formule d’intégration numérique:

Formule à 1point, d’ordre1 en \(x,y,z\) : (FPG1)

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(1/4\)

\(1/4\)

\(1/4\)

\(1/6\)

Formule à 4points, d’ordre2 en \(x,y,z\) : (FPG4)

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(a\)

\(a\)

\(a\)

\(1/24\)

2

\(a\)

\(a\)

\(b\)

\(1/24\)

3

\(a\)

\(b\)

\(a\)

\(1/24\)

4

\(b\)

\(a\)

\(a\)

\(1/24\)

avec: \(a=\frac{5-\sqrt{5}}{20}\) , \(b=\frac{5+3\sqrt{5}}{20}\)

Formule à 5points, d’ordre3 en \(x,y,z\) : (FPG5)

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(a\)

\(a\)

\(a\)

\(-2/15\)

2

\(b\)

\(b\)

\(b\)

\(3/40\)

3

\(b\)

\(b\)

\(c\)

\(3/40\)

4

\(b\)

\(c\)

\(b\)

\(3/40\)

5

\(c\)

\(b\)

\(b\)

\(3/40\)

Avec: \(a=0.25\) , \(b=\frac{1}{6}\) , \(c=0.5\)

Formule à 15points, d’ordre5 en \(x,y,z\) : (FPG15)

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(a\)

\(a\)

\(a\)

\(8/405\)

2 3 4 5

\({b}_{1}\) \({b}_{1}\) \({b}_{1}\) \({c}_{1}\)

\({b}_{1}\) \({b}_{1}\) \({c}_{1}\) \({b}_{1}\)

\({b}_{1}\) \({c}_{1}\) \({b}_{1}\) \({b}_{1}\)

\(\frac{2665-14\sqrt{15}}{226800}\)

6 7 8 9

\({b}_{2}\) \({b}_{2}\) \({b}_{2}\) \({c}_{2}\)

\({b}_{2}\) \({b}_{2}\) \({c}_{2}\) \({b}_{2}\)

\({b}_{2}\) \({c}_{2}\) \({b}_{2}\) \({b}_{2}\)

\(\frac{2665+14\sqrt{15}}{226800}\)

10 11 12 13 14 15

\(d\) \(d\) \(e\) \(d\) \(e\) \(e\)

\(d\) \(e\) \(d\) \(e\) \(d\) \(e\)

\(e\) \(d\) \(d\) \(e\) \(e\) \(d\)

\(\frac{5}{567}\)

avec:

\(a=0.25\)

\(\begin{array}{}{b}_{1}=\frac{7+\sqrt{15}}{34}\\ {b}_{2}=\frac{7-\sqrt{15}}{34}\end{array}\)

\(\begin{array}{}{c}_{1}=\frac{13-3\sqrt{15}}{34}\\ {c}_{2}=\frac{13+3\sqrt{15}}{34}\end{array}\)

\(\begin{array}{}d=\frac{5-\sqrt{15}}{20}\\ e=\frac{5+\sqrt{15}}{20}\end{array}\)

Pentaèdres : ELREFE PE6, P15, P18,P21#

N19

N20

N21

../../../../_images/Shape14.gif

Coordonnées des nœuds:

\(x\)

\(y\)

\(z\)

\(\mathrm{N1}\)

-1.

\(\mathrm{N2}\)

-1.

\(\mathrm{N3}\)

-1.

\(\mathrm{N4}\)

\(\mathrm{N5}\)

\(\mathrm{N6}\)

\(\mathrm{N7}\)

-1.

0.5

0.5.

\(\mathrm{N8}\)

-1.

0.5.

\(\mathrm{N9}\)

-1.

0.5

\(\mathrm{N10}\)

\(\mathrm{N11}\)

\(\mathrm{N12}\)

\(\mathrm{N13}\)

0.5

0.5

\(\mathrm{N14}\)

0.5

\(\mathrm{N15}\)

0.5

\(\mathrm{N16}\)

0.5

0.5

\(N17\)

0.5

\(\mathrm{N18}\)

0.5

\(N19\)

-1.

1/3

1/3

\(N20\)

1/3

1/3

\(N21\)

1/3

1/3

Fonctions de forme:

Formule à 6 nœuds

(281)#\[\begin{split}\begin{array}{}{w}_{1}=\frac{1}{2}y(1-x)\\ {w}_{2}=\frac{1}{2}z(1-x)\\ {w}_{3}=\frac{1}{2}(1-y-z)(1-x)\end{array}\end{split}\]

Formule à 15 nœuds

(281)#\[\begin{split}\begin{array}{}{w}_{1}=y(1-x)(2y-2-x)/2\\ {w}_{2}=z(1-x)(2z-2-x)/2\\ {w}_{3}=(x-1)(1-y-z)(x+2y+2z)/2\\ {w}_{4}=y(1+x)(2y-2+x)/2\\ {w}_{5}=z(1+x)(2z-2+x)/2\\ {w}_{6}=(-x-1)(1-y-z)(-x+2y+2z)/2\\ {w}_{7}=2yz(1-x)\\ {w}_{8}=2z(1-y-z)(1-x)\end{array}\end{split}\]

Formule à 18 nœuds

(281)#\[\begin{split}\begin{array}{}{w}_{1}=xy(x-1)(2y-1)/2\\ {w}_{2}=xz(x-1)(2z-1)/2\\ {w}_{3}=x(x-1)(z+y-1)(2z+2y-1)/2\\ {w}_{4}=xy(x+1)(2y-1)/2\\ {w}_{5}=xz(x+1)(2z-1)/2\\ {w}_{6}=x(x+1)(z+y-1)(2z+2y-1)/2\\ {w}_{7}=2xyz(x-1)\\ {w}_{8}=-2xz(x-1)(z+y-1)\\ {w}_{9}=-2xy(x-1)(z+y-1)\end{array}\end{split}\]

Formules d’intégration numérique à 6 points (ordre3 en \(x\) , ordre2 en \(y\) et \(z\) ) (FPG6)

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(-1/\sqrt{3}\)

0.5

0.5

\(1/6\)

2

\(-1/\sqrt{3}\)

0.5

\(1/6\)

3

\(-1/\sqrt{3}\)

0.5

\(1/6\)

4

\(1/\sqrt{3}\)

0.5

0.5

\(1/6\)

5

\(1/\sqrt{3}\)

0.5

\(1/6\)

6

\(1/\sqrt{3}\)

0.5

\(1/6\)

Formule d’intégration numérique à 8 points: (FPG8)

2 points de Gauss en \(x\) (ordre 3).

4 points de Hammer en \(y\) et \(z\) (ordre3).

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(-a\)

\(1/3\)

\(1/3\)

\(-27/96\)

2

\(-a\)

0.6

0.2

\(25/96\)

3

\(-a\)

0.2

0.6

\(25/96\)

4

\(-a\)

0.2

0.2

\(25/96\)

5

\(+a\)

\(1/3\)

\(1/3\)

\(-27/96\)

6

\(+a\)

0.6

0.2

\(25/96\)

7

\(+a\)

0.2

0.6

\(25/96\)

8

\(+a\)

0.2

0.2

\(25/96\)

Avec \(a=0.577350269189626\)

Formule d’intégration numérique à 21 points: (FPG21)

3 points de Gauss en \(x\) (ordre 5).

7 points de Hammer en \(y\) et \(z\) (ordre5 en \(y\) et \(z\) ).

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(-\alpha\)

\(1/3\)

\(1/3\)

\({c}_{1}\frac{9}{80}\)

2 3 4

\(-\alpha\) \(-\alpha\) \(-\alpha\)

\(a\) \(1-\mathrm{2a}\) \(a\)

\(a\) \(a\) \(1-\mathrm{2a}\)

\({c}_{1}(\frac{155+\sqrt{15}}{2400})\)

5 6 7

\(-\alpha\) \(-\alpha\) \(-\alpha\)

\(b\) \(1-\mathrm{2b}\) \(b\)

\(b\) \(b\) \(1-\mathrm{2b}\)

\({c}_{1}(\frac{155-\sqrt{15}}{2400})\)

8

\(1/3\)

\(1/3\)

\({c}_{2}\frac{9}{80}\)

9 10 11

0. 0. 0.

\(a\) \(1-\mathrm{2a}\) \(a\)

\(a\) \(a\) \(1-\mathrm{2a}\)

\({c}_{2}(\frac{155+\sqrt{15}}{2400})\)

12 13 14

0. 0. 0.

\(b\) \(1-\mathrm{2b}\) \(b\)

\(b\) \(b\) \(1-\mathrm{2b}\)

\({c}_{2}(\frac{155-\sqrt{15}}{2400})\)

15

\(\alpha\)

\(1/3\)

\(1/3\)

\({c}_{1}\frac{9}{80}\)

16 17 18

\(\alpha\) \(\alpha\) \(\alpha\)

\(b\) \(1-\mathrm{2a}\) \(a\)

\(a\) \(a\) \(1-\mathrm{2a}\)

\({c}_{1}(\frac{155+\sqrt{15}}{2400})\)

19 20 21

\(\alpha\) \(\alpha\) \(\alpha\)

\(b\) \(1-\mathrm{2b}\) \(b\)

\(b\) \(b\) \(1-\mathrm{2b}\)

\({c}_{1}(\frac{155-\sqrt{15}}{2400})\)

avec:

\(\alpha =\sqrt{\frac{3}{5}}\)

\({c}_{1}=\frac{5}{9}\)

\({c}_{2}=\frac{8}{9}\)

\(a=\frac{6+\sqrt{15}}{21}\)

\(b=\frac{6-\sqrt{15}}{21}\)

Formule d’intégration numérique à 27 points (FPG27): voir [bib3].

Point

\(x\)

\(y\)

\(z\)

Poids

1

0.0

0.895512822481133

0.052243588759434

0.027191062410231

2

0.0

0.052243588759434

0.895512822481133

0.027191062410231

3

0.0

0.052243588759434

0.052243588759434

0.027191062410231

4

0.0

0.198304865473555

0.270635256143164

0.040636041641220

5

0.0

0.198304865473555

0.531059878383280

0.040636041641220

6

0.0

0.270635256143164

0.531059878383280

0.040636041641220

7

0.0

0.531059878383280

0.270635256143164

0.040636041641220

8

0.0

0.531059878383280

0.198304865473555

0.040636041641220

9

0.0

0.270635256143164

0.198304865473555

0.040636041641220

10

0.936241512371697

0.333333333333333

0.333333333333333

0.050275140937507

11

0.948681147283254

0.841699897299232

0.079150051350384

0.011774414962347

12

0.948681147283254

0.079150051350384

0.841699897299232

0.011774414962347

13

0.948681147283254

0.079150051350384

0.079150051350384

0.011774414962347

14

0.600638052820557

0.054831294873304

0.308513201856883

0.041951149272741

15

0.600638052820557

0.054831294873304

0.636655503269814

0.041951149272741

16

0.600638052820557

0.308513201856883

0.636655503269814

0.041951149272741

17

0.600638052820557

0.636655503269814

0.308513201856883

0.041951149272741

18

0.600638052820557

0.636655503269814

0.054831294873304

0.041951149272741

19

0.600638052820557

0.308513201856883

0.054831294873304

0.041951149272741

20

-0.936241512371697

0.333333333333333

0.333333333333333

0.050275140937507

21

-0.948681147283254

0.841699897299232

0.079150051350384

0.011774414962347

22

-0.948681147283254

0.079150051350384

0.841699897299232

0.011774414962347

23

-0.948681147283254

0.079150051350384

0.079150051350384

0.011774414962347

24

-0.600638052820557

0.054831294873304

0.308513201856883

0.041951149272741

25

-0.600638052820557

0.054831294873304

0.636655503269814

0.041951149272741

26

-0.600638052820557

0.308513201856883

0.636655503269814

0.041951149272741

27

-0.600638052820557

0.636655503269814

0.308513201856883

0.041951149272741

28

-0.600638052820557

0.636655503269814

0.054831294873304

0.041951149272741

29

-0.600638052820557

0.308513201856883

0.054831294873304

0.041951149272741

Hexaèdres : ELREFE HE8, H20, H27#

../../../../_images/Shape23.gif ../../../../_images/Shape31.gif

Coordonnées des nœuds:

\(x\)

\(y\)

\(z\)

N1

-1.

-1.

-1.

N2

-1.

-1.

N3

-1.

N4

-1.

-1.

N5

-1.

-1.

N6

-1.

N7

N8

-1.

N9

-1.

-1.

N10

-1.

N11

-1.

N12

-1.

-1.

N13

-1.

-1.

N14

-1.

N15

N16

-1.

N17

-1.

N18

N19

N20

-1.

N21

-1.

N22

-1.

N23

N24

N25

-1.

N26

N27

Fonctions de forme:

Formule à 8 nœuds

(281)#\[\begin{split}\begin{array}{}{w}_{1}=\frac{1}{8}(1-x)(1-y)(1-z)\\ {w}_{2}=\frac{1}{8}(1+x)(1-y)(1-z)\\ {w}_{3}=\frac{1}{8}(1+x)(1+y)(1-z)\\ {w}_{4}=\frac{1}{8}(1-x)(1+y)(1-z)\end{array}\end{split}\]

Formule à 20 nœuds

(281)#\[\begin{split}\begin{array}{}{w}_{1}=\frac{1}{8}(1-x)(1-y)(1-z)(-2-x-y-z)\\ {w}_{2}=\frac{1}{8}(1+x)(1-y)(1-z)(-2+x-y-z)\\ {w}_{3}=\frac{1}{8}(1+x)(1+y)(1-z)(-2+x+y-z)\\ {w}_{4}=\frac{1}{8}(1-x)(1+y)(1-z)(-2-x+y-z)\\ {w}_{5}=\frac{1}{8}(1-x)(1-y)(1+z)(-2-x-y+z)\\ {w}_{6}=\frac{1}{8}(1+x)(1-y)(1+z)(-2+x-y+z)\\ {w}_{7}=\frac{1}{8}(1+x)(1+y)(1+z)(-2+x+y+z)\\ {w}_{8}=\frac{1}{8}(1-x)(1+y)(1+z)(-2-x+y+z)\\ {w}_{9}=\frac{1}{4}(1-{x}^{2})(1-y)(1-z)\\ {w}_{10}=\frac{1}{4}(1-{y}^{2})(1+x)(1-z)\end{array}\end{split}\]

Formule à 27 nœuds

(281)#\[\begin{split}\begin{array}{}{w}_{1}=\frac{1}{8}x(x-1)y(y-1)z(z-1)\\ {w}_{2}=\frac{1}{8}x(x+1)y(y-1)z(z-1)\\ {w}_{3}=\frac{1}{8}x(x+1)y(y+1)z(z-1)\\ {w}_{4}=\frac{1}{8}x(x-1)y(y+1)z(z-1)\\ {w}_{5}=\frac{1}{8}x(x-1)y(y-1)z(z+1)\\ {w}_{6}=\frac{1}{8}x(x+1)y(y-1)z(z+1)\\ {w}_{7}=\frac{1}{8}x(x+1)y(y+1)z(z+1)\\ {w}_{8}=\frac{1}{8}x(x-1)y(y+1)z(z+1)\\ {w}_{9}=\frac{1}{4}(1-{x}^{2})y(y-1)z(z-1)\\ {w}_{10}=\frac{1}{4}x(x+1)(1-{y}^{2})z(z-1)\\ {w}_{11}=\frac{1}{4}(1-{x}^{2})y(y+1)z(z-1)\\ {w}_{12}=\frac{1}{4}x(x-1)(1-{y}^{2})z(z-1)\\ {w}_{13}=\frac{1}{4}x(x-1)y(y-1)(1-{z}^{2})\\ {w}_{14}=\frac{1}{4}x(x+1)y(y-1)(1-{z}^{2})\end{array}\end{split}\]

Formule de quadrature de Gauss à 2points dans chaque direction (ordre3) (FPG8)

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(-1/\sqrt{3}\)

\(-1/\sqrt{3}\)

\(-1/\sqrt{3}\)

2

\(-1/\sqrt{3}\)

\(-1/\sqrt{3}\)

\(1/\sqrt{3}\)

3

\(-1/\sqrt{3}\)

\(1/\sqrt{3}\)

\(-1/\sqrt{3}\)

4

\(-1/\sqrt{3}\)

\(1/\sqrt{3}\)

\(1/\sqrt{3}\)

5

\(1/\sqrt{3}\)

\(-1/\sqrt{3}\)

\(-1/\sqrt{3}\)

6

\(1/\sqrt{3}\)

\(-1/\sqrt{3}\)

\(1/\sqrt{3}\)

7

\(1/\sqrt{3}\)

\(1/\sqrt{3}\)

\(-1/\sqrt{3}\)

8

\(1/\sqrt{3}\)

\(1/\sqrt{3}\)

\(1/\sqrt{3}\)

Formule de quadrature de Gauss à 3points dans chaque direction (ordre5): (FPG27)

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(-\alpha\)

\(-\alpha\)

\(-\alpha\)

\({c}_{1}^{3}\)

2

\(-\alpha\)

\(-\alpha\)

\({c}_{1}^{2}{c}_{2}\)

3

\(-\alpha\)

\(-\alpha\)

\(\alpha\)

\({c}_{1}^{3}\)

4

\(-\alpha\)

\(-\alpha\)

\({c}_{1}^{2}{c}_{2}\)

5

\(-\alpha\)

\({c}_{1}{c}_{2}^{2}\)

6

\(-\alpha\)

\(\alpha\)

\({c}_{1}^{2}{c}_{2}\)

7

\(-\alpha\)

\(\alpha\)

\(-\alpha\)

\({c}_{1}^{3}\)

8

\(-\alpha\)

\(\alpha\)

\({c}_{1}^{2}{c}_{2}\)

9

\(-\alpha\)

\(\alpha\)

\(\alpha\)

\({c}_{1}^{3}\)

10

\(-\alpha\)

\(-\alpha\)

\({c}_{1}^{2}{c}_{2}\)

11

\(-\alpha\)

\({c}_{1}{c}_{2}^{2}\)

12

\(-\alpha\)

\(\alpha\)

\({c}_{1}^{2}{c}_{2}\)

13

\(-\alpha\)

\({c}_{1}{c}_{2}^{2}\)

14

\({c}_{2}^{3}\)

15

\(\alpha\)

\({c}_{1}{c}_{2}^{2}\)

16

\(\alpha\)

\(-\alpha\)

\({c}_{1}^{2}{c}_{2}\)

17

\(\alpha\)

\({c}_{1}{c}_{2}^{2}\)

18

\(\alpha\)

\(\alpha\)

\({c}_{1}^{2}{c}_{2}\)

19

\(\alpha\)

\(-\alpha\)

\(-\alpha\)

\({c}_{1}^{3}\)

20

\(\alpha\)

\(-\alpha\)

\({c}_{1}^{2}{c}_{2}\)

21

\(\alpha\)

\(-\alpha\)

\(\alpha\)

\({c}_{1}^{3}\)

22

\(\alpha\)

\(-\alpha\)

\({c}_{1}^{2}{c}_{2}\)

23

\(\alpha\)

\({c}_{1}{c}_{2}^{2}\)

24

\(\alpha\)

\(\alpha\)

\({c}_{1}^{2}{c}_{2}\)

25

\(\alpha\)

\(\alpha\)

\(-\alpha\)

\({c}_{1}^{3}\)

26

\(\alpha\)

\(\alpha\)

\({c}_{1}^{2}{c}_{2}\)

27

\(\alpha\)

\(\alpha\)

\(\alpha\)

\({c}_{1}^{3}\)

avec:

\(\alpha =\sqrt{\frac{3}{5}}\)

\({c}_{1}=\frac{5}{9}\)

\({c}_{2}=\frac{8}{9}\)

Pyramides : ELREFE PY5, P13,P19#

../../../../_images/10000201000003E8000003215D64B9F61CD54C22.png

Les nœuds en bleu sont au milieu des faces, celui en rouge au milieu de la cellule.

La base carrée est constituée par le quadrangle \({N}_{1}{N}_{2}{N}_{3}{N}_{4}\) et \({N}_{5}\) est le sommet de la pyramide.

\(x\)

\(y\)

\(z\)

\({N}_{1}\)

\({N}_{2}\)

\({N}_{3}\)

–1.

\({N}_{4}\)

–1.

\({N}_{5}\)

\({N}_{6}\)

0.5

0.5

\({N}_{7}\)

–0.5

0.5

\({N}_{8}\)

–0.5

–0.5

\({N}_{9}\)

0.5

–0.5

\({N}_{10}\)

0.5

0.5

\({N}_{11}\)

0.5

0.5

\({N}_{12}\)

–0.5

0.5

\({N}_{13}\)

–0.5

0.5

\({N}_{14}\)

0

\({N}_{15}\)

1/3

1/3

1/3

\({N}_{16}\)

-1/3

1/3

1/3

\({N}_{17}\)

-1/3

-1/3

1/3

\({N}_{18}\)

1/3

-1/3

1/3

\({N}_{19}\)

0

0

0.2

Fonctions de forme:

Formule à 5 nœuds

\(\begin{array}{}{w}_{1}=\frac{(-x+y+z-1)(-x-y+z-1)}{4(1-z)}\\ {w}_{2}=\frac{(-x-y+z-1)(x-y+z-1)}{4(1-z)}\\ {w}_{3}=\frac{(x+y+z-1)(x-y+z-1)}{4(1-z)}\\ {w}_{4}=\frac{(x+y+z-1)(-x+y+z-1)}{4(1-z)}\\ {w}_{5}=z\end{array}\)

Formule à 13 nœuds

\(\begin{array}{}{w}_{1}=\frac{(-x+y+z-1)(-x-y+z-1)(x-0.5)}{2(1-z)}\\ {w}_{2}=\frac{(-x-y+z-1)(x-y+z-1)(y-0.5)}{2(1-z)}\\ {w}_{3}=\frac{(x-y+z-1)(x+y+z-1)(-x-0.5)}{2(1-z)}\\ {w}_{4}=\frac{(x+y+z-1)(-x+y+z-1)(-y-0.5)}{2(1-z)}\\ {w}_{5}=\mathrm{2z}(z-0.5)\\ {w}_{6}=-\frac{(-x+y+z-1)(-x-y+z-1)(x-y+z-1)}{2(1-z)}\\ {w}_{7}=-\frac{(-x-y+z-1)(x-y+z-1)(x+y+z-1)}{2(1-z)}\end{array}\)

\(\begin{array}{}{w}_{8}=-\frac{(x-y+z-1)(x+y+z-1)(-x+y+z-1)}{2(1-z)}\\ {w}_{9}=-\frac{(x+y+z-1)(-x+y+z-1)(-x-y+z-1)}{2(1-z)}\\ {w}_{10}=\frac{z(-x+y+z-1)(-x-y+z-1)}{1-z}\\ {w}_{11}=\frac{z(-x-y+z-1)(x-y+z-1)}{1-z}\\ {w}_{12}=\frac{z(x-y+z-1)(x+y+z-1)}{1-z}\\ {w}_{13}=\frac{z(x+y+z-1)(-x+y+z-1)}{1-z}\end{array}\)

Formule d’intégration numérique à 5 points d’ordre 2 (FPG5):

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(0,5\)

\(0\)

\({h}_{1}\)

\({p}_{1}\)

2

\(0\)

\(0,5\)

\({h}_{1}\)

\({p}_{1}\)

3

\(–0,5\)

\(0\)

\({h}_{1}\)

\({p}_{1}\)

4

\(0\)

\(–0,5\)

\({h}_{1}\)

\({p}_{1}\)

5

\(0\)

\(0\)

\({h}_{1}\)

\({p}_{1}\)

avec:

\({h}_{1}=0.1531754163448146\)

\({h}_{2}=0.6372983346207416\)

\({p}_{1}=\frac{2}{15}\)

Formule d’intégration numérique à 6 points d’ordre 3 (FPG6):

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(0\)

\(0\)

\({h}_{1}\)

\({p}_{1}\)

2

\(0\)

\(0\)

\({h}_{2}\)

\({p}_{2}\)

3

\(–a\)

\(0\)

\({h}_{3}\)

\({p}_{3}\)

4

\(0\)

\(–a\)

\({h}_{3}\)

\({p}_{3}\)

5

\(0\)

\(a\)

\({h}_{3}\)

\({p}_{3}\)

6

\(a\)

\(0\)

\({h}_{3}\)

\({p}_{3}\)

Avec:

\(a=0.5610836110587396\)

\({p}_{1}=0.1681372559485071\)

\({p}_{2}=0.07500000404404333\)

\({p}_{3}=0.1058823516685291\)

\({h}_{1}=0.1681372559485071\)

\({h}_{2}=0.00000000567585\)

\({h}_{3}=0.1058823516685291\)

Formule d’intégration numérique à 10 points (FPG10) d’ordre 4, voir [ 2 ]:

Point

\(x\)

\(y\)

\(z\)

Poids

1

\(0\)

\(0\)

\({h}_{1}\)

\({w}_{1}\)

2

\(0\)

\(0\)

\({h}_{2}\)

\({w}_{2}\)

3

\(-a\)

\(-a\)

\({h}_{3}\)

\({w}_{3}\)

4

\(-a\)

\(a\)

\({h}_{3}\)

\({w}_{3}\)

5

\(a\)

\(a\)

\({h}_{3}\)

\({w}_{3}\)

6

\(a\)

\(-a\)

\({h}_{3}\)

\({w}_{3}\)

7

\(-b\)

\(0\)

\({h}_{4}\)

\({w}_{4}\)

8

\(0\)

\(-b\)

\({h}_{4}\)

\({w}_{4}\)

9

\(0\)

\(b\)

\({h}_{4}\)

\({w}_{4}\)

10

\(b\)

\(0\)

\({h}_{4}\)

\({w}_{4}\)

Avec:

\(a=0.3252907781991163\)

\(b=0.65796699712169\)

\({h}_{1}=0.6772327888861374\)

\({h}_{2}=0.1251369531087465\)

\({h}_{3}=0.3223841495782137\)

\({h}_{4}=0.0392482838988154\)

\({w}_{1}=0.07582792211376127\)

\({w}_{2}=0.1379222683930349\)

\({w}_{3}=0.07088305859288367\)

\({w}_{4}=0.04234606044708394\)

Formule d’intégration numérique à 15 points de Gauss (FPG15) d’ordre 5:

Point

\(x\)

\(y\)

\(z\)

Poids

1

0.0

0.0

0.7298578807825067

0.04562357993942674

2

0.0

0.0

0.300401020813769

0.112931409661816

3

0.0

0.0

0.0000000064917722

0.03913635721904967

4

-0.3532630157731623

-0.3532630157731623

0.125

0.05096086209874681

5

-0.3532630157731623

0.3532630157731623

0.125

0.05096086209874681

6

0.3532630157731623

0.3532630157731623

0.125

0.05096086209874681

7

0.3532630157731623

-0.3532630157731623

0.125

0.05096086209874681

8

-0.7051171227788277

0.531059878383280

0.061111907062023

0.02644726771976367

9

0.0

-0.7051171227788277

0.061111907062023

0.02644726771976367

10

0.0

0.7051171227788277

0.061111907062023

0.02644726771976367

11

0.7051171227788277

0.0

0.061111907062023

0.02644726771976367

12

-0.432882864103541

0.0

0.4236013371197248

0.011774414962347

13

0.0

-0.432882864103541

0.4236013371197248

0.011774414962347

14

0.0

0.432882864103541

0.4236013371197248

0.041951149272741

15

0.432882864103541

0.0

0.4236013371197248

0.041951149272741

Formule d’intégration numérique à 24 points de Gauss (FPG24) d’ordre 6:

Point

\(x\)

\(y\)

\(z\)

Poids

1

0.0

0.0

0.8076457976939595

0.01697526244176133

2

0.0

0.0

0.0017638088528196

0.0107023421167942

3

0.0

0.0

0.1382628064637306

0.0797197029683492

4

0.0

0.0

0.4214239119356371

0.0687071134661012

5

-0.4172976755573542

-0.4172976755573542

0.097447341025462

0.02463372529088633

6

-0.4172976755573542

0.4172976755573542

0.097447341025462

0.02463372529088633

7

0.4172976755573542

0.4172976755573542

0.097447341025462

0.02463372529088633

8

0.4172976755573542

-0.4172976755573542

0.097447341025462

0.02463372529088633

9

-0.2169627046883496

-0.2169627046883496

0.5660745906233009

0.02105838632544886

10

-0.2169627046883496

0.2169627046883496

0.5660745906233009

0.02105838632544886

11

0.2169627046883496

0.2169627046883496

0.5660745906233009

0.02105838632544886

12

0.2169627046883496

-0.2169627046883496

0.5660745906233009

0.02105838632544886

13

-0.5656808544256755

0.0

0.0294777308457207

0.0248000862596322

14

0.0

-0.5656808544256755

0.0294777308457207

0.0248000862596322

15

0.0

0.5656808544256755

0.0294777308457207

0.0248000862596322

16

0.5656808544256755

0.0

0.0294777308457207

0.0248000862596322

17

-0.498079091780705

0.0

0.2649158632121295

0.04925492311795127

18

0.0

-0.498079091780705

0.2649158632121295

0.04925492311795127

19

0.0

0.498079091780705

0.2649158632121295

0.04925492311795127

20

0.498079091780705

0.0

0.2649158632121295

0.04925492311795127

21

-0.9508994872144825

0.0

0.048249070631936

0.0028934404244966

22

0.0

-0.9508994872144825

0.048249070631936

0.0028934404244966

23

0.0

0.9508994872144825

0.048249070631936

0.0028934404244966

24

0.9508994872144825

0.0

0.048249070631936

0.0028934404244966

Bibliographie#

[bib1]

DHATT G., TOUZOT G.: Une présentation de la méthode des éléments finis 2ème édition. Editeur: MALOINE S.A. Année 1984

[bib2]

Freddie Witherden, Peter Vincent: On the identification of symmetric quadrature rules for finite element methods, Computers and Mathematics with Applications, Volume 69, pages 1232-1241, 2015.

[bib3]

KUBATKO, YAEGER, MAGGI: New computationally efficient quadrature formulas for triangular prism elements. Computers & Fluids 73 (2013) 187-201