A dynamic analysis of three-dimensional functionally graded beams by hierarchical models

被引:7
作者
Giunta, Gaetano [1 ]
Koutsawa, Yao [1 ]
Belouettar, Salim [1 ]
Calvi, Adriano [2 ]
机构
[1] Ctr Rech Publ Henri Tudor, L-1855 Luxembourg, Luxembourg
[2] ESTEC European Space Agcy, NL-2200 AG Noordwijk, Netherlands
关键词
three-dimensional beam structures; functionally graded materials; dynamic analysis; FORCED VIBRATION; THICKNESS LOCKING; TEMPERATURE; FORMULATION; COMPOSITES; ELEMENTS; MATRIX;
D O I
10.12989/sss.2014.13.4.637
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a dynamic analysis of three-dimensional beams. Structures made of functionally graded materials are considered. Several higher-order as well as classical theories are derived by means of a compact notation for the a-priori expansion order of the displacement field over the beam cross-section. The governing differential equations and boundary conditions are obtained in a condensed nuclear form that does not depend on the kinematic hypotheses. The problem is, then, exactly solved in space by means of a Navier-type solution, whereas time integration is performed by means of Newmark's solution scheme. Slender and short simply supported beams are investigated. Results are validated towards three-dimensional FEM results obtained via the commercial software ANSYS. Numerical investigations show that good accuracy can be obtained through the proposed formulation provided that the appropriate expansion order is considered.
引用
收藏
页码:637 / 657
页数:21
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