作者: Vladimir S. Sokolinsky , Steven R. Nutt
DOI: 10.2514/1.2742
关键词: Numerical analysis 、 Core (optical fiber) 、 Beam (structure) 、 Finite difference method 、 Nonlinear system 、 Mechanics 、 Mathematics 、 Discretization 、 Boundary value problem 、 Equations of motion 、 Geometry
摘要: The consistent higher-order dynamic equations and the corresponding continuity boundary conditions for sandwich beams with a transversely flexible core are derived, nonlinear acceleration fields in taken into account. A discretized formulation based on an efficient implicit finite difference scheme is presented numerically validated. analysis reveals that magnitudes of normal stresses between face sheets increase dramatically at boundaries beam, whereas values remain level response to quasi-static loading through span, including points application localized loads. present work provides accurate tool subject loads arbitrary type, practical case excitation.