轴向受载粘弹性Timoshenko梁横向自由振动

张阿强;陈立群;

振动与冲击 ›› 2012, Vol. 31 ›› Issue (7) : 95-98.

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PDF(1460 KB)
振动与冲击 ›› 2012, Vol. 31 ›› Issue (7) : 95-98.
论文

轴向受载粘弹性Timoshenko梁横向自由振动

  • 张阿强1,陈立群1,2
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FreevibrationofanaxialloadedviscoelasticTimoshenkobeam

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摘要

用复模态分析方法研究了在两端简支和固支边界下,轴向受载粘弹性Timoshenko梁自由振动的固有频率、衰减系数和模态函数的特性,给出了模态函数的正交性条件。通过数值算例,讨论了长宽比、轴力和粘弹性系数对梁的固有频率、衰减系数和模态函数的影响。数值结果表明增加轴力使梁的固有频率变大、模态函数幅值变小,但衰减系数变化不明显;粘弹性系数的增大对梁的固有频率与模态函数幅值影响较小,而衰减系数明显增大。

Abstract

Thenaturalfrequencies,modesanddecrementcoefficientsofaKelvinviscoelasticTimoshenkobeam
withtwotypicalboundaryconditionsincludingclampedclamped and pinnedpinned sufferingaxialtension were
investigatedbyusingthecomplexmodalanalysisapproach.Theorthogonalityconditionsofmodefunctionswerederived
fromtheequationsofmotion.Theeffectsofsomeparameters,suchas,lengthtodepthratio,axialloadandcoefficientsof
viscoelasticityonthefrequencies,decrementcoefficientsandmodeswereexamined,respectively,whileotherparameters
werefixedinseveralnumericalexamples.Itwasshownthatthenaturalfrequenciesofthebeamgrowwithincreaseinaxial
tension,meanwhiletheamplitudesofthemodefunctionsdrop,thechangesofthedecrementcoefficientsarenotobvious.
Theeffectofincreaseinviscoelasticitycoefficientonthenaturalfrequenciesandtheamplitudesofthemodefunctionsis
smaller,butthedecrementcoefficientsgrowapparently.

关键词

复模态分析方法 / Timoshenko梁理论 / 模态函数 / 固有频率

Key words

complexmodalanalysisapproach / timoshenkobeam theory / modefunction / naturalfrequency / decrementcoefficient

引用本文

导出引用
张阿强;陈立群;. 轴向受载粘弹性Timoshenko梁横向自由振动[J]. 振动与冲击, 2012, 31(7): 95-98
FreevibrationofanaxialloadedviscoelasticTimoshenkobeam[J]. Journal of Vibration and Shock, 2012, 31(7): 95-98

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