Abstract
For plates with microstrueture, the classical theory of elasticity considering only force interactions between the material points results in some well-known errors. In this case, the plate or shell theories must be based on the asymmetric theory of elasticity (ATE) [3]. Below, several mechanical phenomena in the theory of mi-cro-polar elastic thin plates [4-10] are stated and discussed in connection with the use of the asymptotic method [1, 11]. Let us consider a plate of 2h constant thick-ness, bounded with the cylindric lateral surface as a three-dimensional problem of asymptotic theory of elasticity (ATE) with the independent fields of displacements and rotations [2], which will present in x k (k = 1,2,3) Cartesian coordinate System. The prineipal equations are: (1.1) % MathType!MTEF!2!1!+- % feaaguart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn % hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr % 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq-Jc9 % vqaqpepm0xbba9pwe9Q8fs0-yqaqpepae9pg0FirpepeKkFr0xfr-x % fr-xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGceaqabeaacqaHdp % WCdaWgaaWcbaGaamyAaiaadQgacaGGSaGaamOAaaqabaGccqGH9aqp % caaIWaGaaiilaaqaaiabeY7aTnaaBaaaleaacaWGPbGaamOAaiaacY % cacaWGQbaabeaakiabgUcaRiaadwgadaWgaaWcbaGaamyAaiaadQga % caWGRbaabeaakiabeo8aZnaaBaaaleaacaWGQbGaam4AaaqabaGccq % GH9aqpcaaIWaaaaaa!4DAD! $$ \begin{array}{l} {\sigma _{ij,j}} = 0, \\ {\mu _{ij,j}} + {e_{ijk}}{\sigma _{jk}} = 0 \\ \end{array}$$ .
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