Free vibration and stability of tapered Euler-Bernoulli beams made of axially functionally graded materials

被引:197
作者
Shahba, Ahmad [1 ]
Rajasekaran, Sundaramoorthy [2 ]
机构
[1] Univ Tehran, Univ Coll Engn, Sch Civil Engn, Tehran, Iran
[2] PSG Coll Engn, Sch Infrastruct Engn, Coimbatore, Tamil Nadu, India
关键词
Free vibration; Buckling load; Axially functionally graded material; Differential quadrature element method; Differential transform element method; Tapered beam; DIFFERENTIAL QUADRATURE METHOD; CLOSED-FORM SOLUTIONS; ONE SLIDING SUPPORT; INHOMOGENEOUS BEAMS; NATURAL FREQUENCY; STIFFNESS MATRIX; TRANSFORMATION;
D O I
10.1016/j.apm.2011.09.073
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The free vibration and stability of axially functionally graded tapered Euler-Bernoulli beams are studied through solving the governing differential equations of motion. Observing the fact that the conventional differential transform method (DTM) does not necessarily converge to satisfactory results, a new approach based on DTM called differential transform element method (DIEM) is introduced which considerably improves the convergence rate of the method. In addition to DTEM, differential quadrature element method of lowest-order (DQEL) is used to solve the governing differential equation, as well. Carrying out several numerical examples, the competency of DQEL and DTEM in determination of free longitudinal and free transverse frequencies and critical buckling load of tapered Euler-Bernoulli beams made of axially functionally graded materials is verified. (C) 2011 Elsevier Inc. All rights reserved.
引用
收藏
页码:3088 / 3105
页数:18
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