Boundary discontinuous Fourier analysis of thick beams with clamped and simply supported edges via CUF

This paper presents an analytical solution for static analysis of thick rectangular beams with different boundary conditions.Carrera's Unified Formulation (CUF) is used in order to consider shear deformation theories of arbitrary order.The novelty of the present work is that a boundary discontinuous Fourier approach is used to consider clamped boundary conditions in the analytical solution,unlike Navier-type solutions which are restricted to simply supported beams.Governing equations are obtained by employing the principle of virtual work.The numerical accuracy of results is ascertained by studying the convergence of the solution and comparing the results to those of a 3D finite element solution.Beams subjected to bending due to a uniform pressure load and subjected to torsion due to opposite linear forces are considered.Overall,accurate results close to those of 3D finite element solutions are obtained,which can be used to validate finite element results or other approximate methods.     

剪切理论与经典理论的对称角铺设方板弯曲解析研究

分别采用基于Reddy简化高阶剪切理论、一阶剪切理论和经典理论的对称角铺设矩形板横向弯曲一般解析解,计算分析四边固支对称角铺设层合方板在均布载荷下弯曲问题,讨论了横向剪切、铺设层数、铺设角、板厚对层合板内力矩和挠度的影响,概略分析了不同理论适用范围。引入了横向剪切效应参数,以反映横向剪切影响程度。文中给出数值算例,计算表明横向剪切效应与弯扭耦合效应存在交联。