A Consistent Immersed Finite Element Method for the Interface Elasticity Problems

Table 4

, , and λ = 1000μ.

		Order		Order		Order
8
16		1.689		0.844		0.942
32		1.820		1.012		0.969
64		1.880		1.007		0.991
128		1.940		1.016		0.995
256		1.971		1.006		0.997