Advanced topics - The Boundary Element Method with Programming - page 467

2

1/ N m

0.5

2

E 500 Nm / , =0

1.0

0.5

2

E Nm ν = 5/ , 0

1.0 0.5

0.5

Figure 18.2 Description of example problem

Figure 18.3 Deformed mesh

Figure 18.4 Variation of computed displacement on to of the block