Tải bản đầy đủ (.pdf) (10 trang)

dohrmann Episode 2 Part 3 pptx

Bạn đang xem bản rút gọn của tài liệu. Xem và tải ngay bản đầy đủ của tài liệu tại đây (170.63 KB, 10 trang )

X2
t
Mesh 1
Mesh 2
(a)
(c)
x,
(b)
(d)
Figure 4: Mesh configurations (a) Q4Q4, (b) Q4T3, (c) T3Q4 and (d) T3T3 all with nl 1= n21= 2 and
19
X’2
7
4
1
8
3
5
1
22
23 24 25
9
4
6
2
2 3
11
8
8
4
5


0
12
9
9
5
6
1
13
0
10
6
7
2
Figure 5: Mesh configuration Q4Q4 showing element and node numbers.
20
-1
Figure 6: Example 3.1 displaced geometry (exaggerated)for mesh configuration Q4Q4 obtained using the
standardmaster-slaveapproach.
21
1.15[
I
I I I
1 I i I
I
1
n
exact
o
n=4
1.1

-n
n=8
– -A–
n=16
:
,?, *
,.Q ; ,?, * f ,!?, f Q f ~ :
1.05- /\ .“ ‘“.
‘\ ,“ “\
/\
,1,. ” “. /, ‘1
/ i“”
./\
‘\, \
\“
“\
,, } ““./\~” “\ “
‘1
“\/ .“,
j. \ .1
“\l \
;\.’
.\
.\/\
/ “A.1
\ !
~. 1.” ,
/“ \ I
~ ‘(’
“Y’” \

/ .4’. “! ‘, /’ { .“~.’ ,
1 “’j
“{ ‘\
I
/\ .“
“/\ \
/
I\”’. lj
I
/\
.“ 1 \
\
/ / (
II \
0- ‘ l,\”’”\
\
I
//”\” ’\\
\
/.
/\.”” /\, ,.l~\’ , l\, \
/
‘, \
~~ /
/ ~ , .\ //” \
\.”” I
“\ \
:. OAA
‘. II.J
/ \ \

1-
bdl.+ii Lf?!b &e& LiLi k.A&:.dit i.J”o “~;
0.95 -
0.9
I
0.85-
I
I )
I I I
1
I
I
o
1
2 3 4
5 6 7 8
9
10
‘2
Figure 7: Axial stress01 ~atcentroids of elements with edges on the slave boundary.Results arepresentedfor
mesh configuration Q4Q4 using the standardmaster-slave approach.
22
1.15
1.1
1.05
=1
o
0.95
0.9
1 I

I-II
exact
o
n=4
-*-
n=8
– -A–
n=16
+: QA f q-q
4 –+0” g“fk-”y-o++
1“
“.I
y=”=?? +-40 p.
;J’; l
~“
/n\
“.1 I
I
i,l\l
1,.”
I ‘.
f. ‘
1.1
i“. \
.“1
!1
\\
,“.l Ml\, ~’/ ll\
illl’
1;1

““l “
1’”. \ .
I
.’”1 ‘ I
I; J”” ,.,
l\l ”, y:
l\ l’.,/’”.
if
~ ,.””I .
I
/ I , 1
1
I ;,
I
I
I
8
I
\
I
I
r
I
‘.,I
I
I
I
I ,; ‘
I
I

l’”
“.1/ I
;/:
\l ““ (/ ,
;,.” 1; I
I
‘.I
I .,1:”
I
I
I
‘.,,/ I
Ii I
;1
‘.,1/
\ , ”
1; I
I
\J
‘f. I
I
l:; ;,;
1’(
~;
; J
I
I
i
[
I

/1”, I
/
I
1;
I :l\
I
, \,
;’l , I
l\
/l I
,1;
;1’,1
“1 I
l.”l\
l/\
i , “.1
l ””\ ;, J
,1
\ “.1
!Il
.1/;
“1
~.1.
\! Ii.
‘It
~li;i.
l\
ill
,1
‘“l j

\
1 11””. ”, ,
i 1,
i.
I i j 1~”., ’”~f \ j 1’
,1
\/l I” ”
‘1
II
\/n
\; II “. ,. ,1
\;l,
,1
II
;/
II “. ” ,,
‘1
,1
;/ ‘1
‘1
; ; ~1 “ ”
\;
A
d~&Ad~
AiiAh
L:
0.85
I
I I I I I
I

I I
o
1 2 3
4 5
6
7 8 9
10
‘2
Figure 8: Axial stress61~atcentroidsof elements with edges on the slave boundary. Results arepresentedfor
mesh configuration Q8Q8 usingthe standardmaster-slave approach.
23
I
I
I I I I I [
I 1
1
2
1

-3
Figure 9:
–2.8 -2.6 -2.4 -2.2
-2
Iog(lh)
Energy norms of the error for Example 3.1 obtained
–1.8 –1.6
–1.4 -1.2
using
the standardmaster-slaveapproach.
*

*
.
24
–“7
–/3
-!3
F_
o
c
-l:?
–1:3
I
[
I
1
n
Q4Q4

Q8Q8
1
[
–14
I
I
I I
I I I I

3 –2.8 –2.6 -2.4 –2.2 -2 –1.8 -1.6 -1.4 -1.2
Iog(lln)
10: Energy norms of the errorfor Example 3.2 obtained using the presentmethod.

25
4.2
–4.4
4.6
–4.8
~
c
-5
>
p
0
~ –5.2
~
-5.4
n
Case 1
Case 2
-5.6
-5.8
1
-5.2
-2 –1 .8 -1.6
-1.4 -1.2
–1 -0.8 -0.6
Iog(lh)
Figure 11: Energy norms of the error for Example 3.3 obtained using the presentmethod for mesh configura-
tion Q4Q4. Case
k refers to the problem with Mesh k designated as master.
26
–7.2

‘:-2.2
-2
–1.8 –1.6 -1.4 –1 .2
-1 –0.8 -0.6
Iog(l/n)
Figure l12:Energy nomdensities of theenor for Exmple3.30bttined using thepresent method formesh
configuriition Q4Q4. Case
k refers to the problem with Mesh k designated as master.
27
1
0.8
0.6
0.4
102
0.2
0
-0.2
. II
exact
n
n=4
.–m -
n=8
-0.4 ~
1
I
o
1 2 3 4
5 6
7 8 9

10
‘2
Figure 13: Normalized shear stress 612 atcentroids of elements with edges on the slave boundary for mesh
configuration Q4Q4 (Case 1).
,.
28

Tài liệu bạn tìm kiếm đã sẵn sàng tải về

Tải bản đầy đủ ngay
×