A new algorithm for generating k-ary M sequences is given. In the algorithm a new method is used that the main cycle is extended by joining to it a subset of cycles instead of the classical one in which the main cycle...A new algorithm for generating k-ary M sequences is given. In the algorithm a new method is used that the main cycle is extended by joining to it a subset of cycles instead of the classical one in which the main cycle is extended by joining to it one cycle. The algorithm reduces the times of choosing bridging states and accelerates the speed of joining cycles.展开更多
In the present work,a new class of finite elements(FEs)for the analysis of composite and sandwich plates embedding piezoelectric skins and patches is proposed.By making use of node-by-node variable plate theory assump...In the present work,a new class of finite elements(FEs)for the analysis of composite and sandwich plates embedding piezoelectric skins and patches is proposed.By making use of node-by-node variable plate theory assumptions,the new finite element allows for the simultaneous analysis of different subregions of the problem domain with different kinematics and accuracy,in a global/local sense.As a consequence,the computational costs can be reduced drastically by assuming refined theories only in those zones/nodes of the structural domain where the resulting strain and stress states,and their electro-mechanical coupling present a complex distribution.The primary advantage is that no ad-hoc techniques and mathematical artifices are required to mix the fields coming from two different and kinematically incompatible adjacent elements,because the plate structural theory varies within the finite element itself.In other words,the structural theory of the plate element is a property of the FE node in this present approach,and the continuity between two adjacent elements is ensured by adopting the same kinematics at the interface nodes.The finite element arrays of the generic plate element are formulated in terms of fundamental nuclei,which are invariants of the theory approximation order and the modeling technique(Equivalent-Single-Layer,Layer-Wise).In this work,the attention is focused on the use of Legendre polynomial expansions to describe the through-the-thickness unknowns to develop advanced plate theories.Several numerical investigations,such as composite and sandwich multilayered plates embedding piezoelectric skins and patches with various load,boundary conditions,and piezoelectric material polarizations,are carried out to validate and demonstrate the accuracy and efficiency of the present plate element,including comparison with various closed-form and FE solutions from the literature.展开更多
Without any assumptions about displacement models and stress distribution, the state equation for orthotropy is established in a cylindrical coordinate system. The exact solutions are presented for the statics, dynami...Without any assumptions about displacement models and stress distribution, the state equation for orthotropy is established in a cylindrical coordinate system. The exact solutions are presented for the statics, dynamics and buckling of thick open laminated cylindrical shells by means of the Cayley-Hamilton theorem. No matter how many layers are considered, the calculation always leads to solving a set of linear algebraic equations of three unknowns. Every equation of elasticity can be satisfied and all the elastic constants can be taken into account. Precision of the desired order can be obtained.展开更多
文摘A new algorithm for generating k-ary M sequences is given. In the algorithm a new method is used that the main cycle is extended by joining to it a subset of cycles instead of the classical one in which the main cycle is extended by joining to it one cycle. The algorithm reduces the times of choosing bridging states and accelerates the speed of joining cycles.
基金This work was supported by the Russian Science Foundation[15-19-30002]。
文摘In the present work,a new class of finite elements(FEs)for the analysis of composite and sandwich plates embedding piezoelectric skins and patches is proposed.By making use of node-by-node variable plate theory assumptions,the new finite element allows for the simultaneous analysis of different subregions of the problem domain with different kinematics and accuracy,in a global/local sense.As a consequence,the computational costs can be reduced drastically by assuming refined theories only in those zones/nodes of the structural domain where the resulting strain and stress states,and their electro-mechanical coupling present a complex distribution.The primary advantage is that no ad-hoc techniques and mathematical artifices are required to mix the fields coming from two different and kinematically incompatible adjacent elements,because the plate structural theory varies within the finite element itself.In other words,the structural theory of the plate element is a property of the FE node in this present approach,and the continuity between two adjacent elements is ensured by adopting the same kinematics at the interface nodes.The finite element arrays of the generic plate element are formulated in terms of fundamental nuclei,which are invariants of the theory approximation order and the modeling technique(Equivalent-Single-Layer,Layer-Wise).In this work,the attention is focused on the use of Legendre polynomial expansions to describe the through-the-thickness unknowns to develop advanced plate theories.Several numerical investigations,such as composite and sandwich multilayered plates embedding piezoelectric skins and patches with various load,boundary conditions,and piezoelectric material polarizations,are carried out to validate and demonstrate the accuracy and efficiency of the present plate element,including comparison with various closed-form and FE solutions from the literature.
基金Project supported by the National Natural Science Foundation of China
文摘Without any assumptions about displacement models and stress distribution, the state equation for orthotropy is established in a cylindrical coordinate system. The exact solutions are presented for the statics, dynamics and buckling of thick open laminated cylindrical shells by means of the Cayley-Hamilton theorem. No matter how many layers are considered, the calculation always leads to solving a set of linear algebraic equations of three unknowns. Every equation of elasticity can be satisfied and all the elastic constants can be taken into account. Precision of the desired order can be obtained.
