Table 7. In-plane average stresses for the boundary-constrained Cu mesh (ΔT = 25°C) obtained from slopes of regression-fitted lines to the data shown in Fig. 10.

The stress values for the equivalent isotropic slab were computed using equation (14) with bulk elastic moduli, yielding σ₁₁ = σ₂₂ = −74 MPa.

	Diffraction analysis, 〈σ11〉 hkl (MPa)
Reflection	At Neerfeld–Hill limit	At Kröner limit
200	−71 ± 4	−80 ± 5
222	−84 ± 8	−81 ± 7
420	−84 ± 3	−89 ± 3