A full compatible three-dimensional elasticity element for buckling analysis of FGM rectangular plates subjected to various combinations of biaxial normal and shear loads
“…Non-dimensional critical buckling loads obtained in the present analysis are compared with those with obtained by finite element analysis using three dimensional elasticity element (Asemi et al [48]) as well as with CPT (Javaheri and Eslami [4]) and FSDT (Shariyat and Eslami [49]). The FGP used in this case has b/a=2, and N=1.…”
“…Non-dimensional critical buckling loads obtained in the present analysis are compared with those with obtained by finite element analysis using three dimensional elasticity element (Asemi et al [48]) as well as with CPT (Javaheri and Eslami [4]) and FSDT (Shariyat and Eslami [49]). The FGP used in this case has b/a=2, and N=1.…”
“…[15] and those predicted by other researchers based on the plate theories [4,7] is presented in Table 11. The present formulation is in good agreement with other theories.…”
Section: Width-to-thickness Ratio ( / ) Ahmentioning
confidence: 89%
“…Na and Kim [14] investigated the three dimensional thermal buckling analysis of FGM plates using 18 nodes solid element. Asemi et al [15] used a full compatible three-dimensional Hermitian element with 168 degrees of freedom which guarantees continuity of the strain and stress components to investigate buckling of heterogeneous functionally graded plates under different loading conditions. Using an eight nodes 0 C continuous shear flexible plate bending element with five degrees of freedom per node, Prakash et al [16] studied the thermal post buckling analysis of FGM skew plates.…”
“…Using of symmetric lamination schemes leads M A N U S C R I P T A C C E P T E D ACCEPTED MANUSCRIPT 5 to higher buckling loads [34][35][36][37][38]. For this reason, variations of the elastic material properties of the heterogeneous orthotropic plate are chosen as follows:…”
Section: Governing Equations Of the Auxetic Functionally Graded Platementioning
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