Problem 4: In the Figure shown, the Q8 element has equally-spaced nodes. The nodes 1, 4, 6 of the Q8 element are collapsed into one node; and nodes 7 and 2 are moved towards the collapsed node at a distance equal to one fourth the length of the element sides 1-8 and 1-3 to form an F6 element, as shown below. The F6 element is used to model fracture mechanics problem with the crack tip placed at the collapsed node. 1) Derive x and y in terms of and n for the Q8 element where and n are coordinates of the master element. 2) Modify and derive x and y in terms of and n for the F6 element. η 3) Determine the variation of Exx and Eyy along r. Check for singularity at the collapsed node.

Elements Of Electromagnetics
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Problem 4: In the Figure shown, the Q8 element has equally-spaced nodes. The nodes 1, 4, 6 of the Q8 element are
collapsed into one node; and nodes 7 and 2 are moved towards the collapsed node at a distance equal to one fourth
the length of the element sides 1-8 and 1-3 to form an F6 element, as shown below.
model fracture mechanics problem with the crack tip placed at the collapsed node.
The F6 element is used to
1) Derive x and y in terms of g and n for the Q8 element where & and n are coordinates of the master element.
2) Modify and derive x and y in terms of g and n for the F6 element.
3) Determine the variation of ɛxx and ɛyy along r. Check for singularity at the collapsed node.
y
y
7
(2,2)
(0,2)
8
6
7
O 5
1,4,6
r
2
1
3
3
(0,0)
(2,0)
F6
Q8
Transcribed Image Text:Problem 4: In the Figure shown, the Q8 element has equally-spaced nodes. The nodes 1, 4, 6 of the Q8 element are collapsed into one node; and nodes 7 and 2 are moved towards the collapsed node at a distance equal to one fourth the length of the element sides 1-8 and 1-3 to form an F6 element, as shown below. model fracture mechanics problem with the crack tip placed at the collapsed node. The F6 element is used to 1) Derive x and y in terms of g and n for the Q8 element where & and n are coordinates of the master element. 2) Modify and derive x and y in terms of g and n for the F6 element. 3) Determine the variation of ɛxx and ɛyy along r. Check for singularity at the collapsed node. y y 7 (2,2) (0,2) 8 6 7 O 5 1,4,6 r 2 1 3 3 (0,0) (2,0) F6 Q8
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