tailieunhanh - A unified third-order shear deformation theory for static analysis of laminated composite beams

A unified higher-order shear deformation theory for static analysis of laminated composite beams is proposed in this paper. The theory is based on a higher-order shear deformation beam theory in which a general shear function is proposed. The characteristic equations are derived from Lagrange’s equations and then Ritz method is used to determine the stiffness matrix. |

TỪ KHÓA LIÊN QUAN