Free and forced vibrations of shear deformable functionally graded porous beams

被引:379
|
作者
Chen, Da [1 ]
Yang, Jie [2 ]
Kitipornchai, Sritawat [1 ]
机构
[1] Univ Queensland, Sch Civil Engn, Brisbane, Qld 4072, Australia
[2] RMIT Univ, Sch Engn, POB 71, Bundoora, Vic 3083, Australia
基金
澳大利亚研究理事会;
关键词
Functionally graded porous beam; Timoshenko beam theory; Free vibration; Forced vibration; Lagrange equation method; Ritz method; ENERGY-ABSORPTION; MECHANICAL-PROPERTIES; FOAMS; PLATE; METALS; TUBES; LOAD;
D O I
10.1016/j.ijmecsci.2016.01.025
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper investigates the free and forced vibration characteristics of functionally graded (FG) porous beams with non-uniform porosity distribution whose elastic moduli and mass density are nonlinearly graded along the thickness direction. Both symmetric and asymmetric porosity distributions are considered. The relationship between coefficients of porosity and mass density is determined based on the typical mechanical property of an open-cell metal foam. Within the framework of Timoshenko beam theory to include the effect of transverse shear strain and by employing Lagrange equation method together with Ritz trial functions, the equation of motion is derived then solved by using Newmark-beta method in the time domain. Natural frequencies and transient dynamic deflections are obtained for porous beams under different loading conditions, including a harmonic point load, an impulsive point load and a moving load with constant velocity. A detailed numerical study is conducted to examine the effects of varying porosity distribution, porosity coefficient, slenderness ratio and boundary condition, shedding important insights into the design of functionally graded porous beams to achieve improved dynamic behavior. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:14 / 22
页数:9
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