Issue 48

Y. Khalfi et alii, Frattura ed Integrità Strutturale, 48 (2019) 208-221; DOI: 10.3221/IGF-ESIS.48.22 219 Figure 4: The effect of side-to-thickness and modulus ratios on the critical buckling load of square plate with or without elastic foundations subjected to uniaxial compression: (a)isotropic,(b)E1/E2 =10, (c)E1/E2 =25 and (d)E1/E2= 40. Figure 5: The effect of modulus ratio on the critical buckling load of square plate with or without elastic foundations subjected to uniaxial compression : (a)a =10h and (b)a =20h.