Elasticity Solutions for Sandwich Arches considering Permeation Effect of Adhesive

Table 2

The present solution of stresses and deformations in the face layer (i = 1) and permeation layer (i = 2) with different sublayer divided number λ, respectively.

r (mm)	λ	(MPa)	(MPa)	(MPa)	(mm)	(mm)
		θ = π/8	θ = π/8	θ = 0	θ = 0	θ = π/8
1018 (i = 1)	2	−24.52	0.8247	−4.114	−1.271	−5.295
	4	−25.24	0.8295	−4.141	−1.287	−5.366
	6	−25.40	0.8303	−4.145	−1.290	−5.379
	8	−25.44	0.8306	−4.147	−1.291	−5.384
	10	−25.47	0.8307	−4.147	−1.292	−5.386
1038 (i = 2)	2	−33.75	−0.02910	−1.485	−0.8844	−5.290
	4	−25.42	−0.01452	−1.541	−0.8952	−5.360
	6	−23.07	−0.01168	−1.553	−0.8973	−5.373
	8	−21.98	−0.01068	−1.557	−0.8980	−5.376
	10	−21.90	−0.01061	−1.558	−0.8984	−5.378