Present investigation is concerned with the free vibration property of a beam with periodically variable cross-sections.For the special geometry characteristic,the beam was modelled as the combination of long equal-le...Present investigation is concerned with the free vibration property of a beam with periodically variable cross-sections.For the special geometry characteristic,the beam was modelled as the combination of long equal-length uniform Euler-Bernoulli beam segments and short equal-length uniform Timoshenko beam segments alternately.By using continuity conditions,the hybrid beam unit(ETE-B) consisting of Euler-Bernoulli beam,Timoshenko beam and Euler-Bernoulli beam in sequence was developed.Classical boundary conditions of pinned-pinned,clamped-clamped and clamped-free were considered to obtain the natural frequencies.Numerical examples of the equal-length composite beam with 1,2 and 3 ETE-B units were presented and compared with the equal-length and equal-cross-section Euler-Bernoulli beam,respectively.The work demonstrates that natural frequencies of the composite beam are larger than those of the Euler-Bernoulli beam,which in practice,is the interpretation that the inner-welded plate can strengthen a hollow beam.In this work,comparisons with the finite element calculation were presented to validate the ETE-B model.展开更多
The vibration reduction characteristics of composite beams filled with magnetorheological elastomer core are studied experimentally.The fiber metal laminates with magnetorheological elastomers core is self-designed an...The vibration reduction characteristics of composite beams filled with magnetorheological elastomer core are studied experimentally.The fiber metal laminates with magnetorheological elastomers core is self-designed and prepared.Internal magnetic field is applied to the beam to explore its action of damping vibration performance under the magnetic field for the first time.The composite elements test system with controllable magnetic field intensity is designed and the function of each part is introduced.Then,a set of reasonable and standard vibration test flow of this type of composite beam under different magnetic field intensity is clarified,and the practical test is conducted.It has been found that the composite beam has excellent damping performance with the first 4 damping ratios being greater than 10%.Moreover,after the magnetic field is applied,its damping results can be further improved to meet the active control purpose.展开更多
基金Projects(51605138,U1508210)supported by the National Natural Science Foundation of ChinaProject(BK20160286)supported by the Natural Science Foundation of Jiangsu Province,ChinaProject(2015B30214)supported by the Fundamental Research Funds for the Central Universities,China
文摘Present investigation is concerned with the free vibration property of a beam with periodically variable cross-sections.For the special geometry characteristic,the beam was modelled as the combination of long equal-length uniform Euler-Bernoulli beam segments and short equal-length uniform Timoshenko beam segments alternately.By using continuity conditions,the hybrid beam unit(ETE-B) consisting of Euler-Bernoulli beam,Timoshenko beam and Euler-Bernoulli beam in sequence was developed.Classical boundary conditions of pinned-pinned,clamped-clamped and clamped-free were considered to obtain the natural frequencies.Numerical examples of the equal-length composite beam with 1,2 and 3 ETE-B units were presented and compared with the equal-length and equal-cross-section Euler-Bernoulli beam,respectively.The work demonstrates that natural frequencies of the composite beam are larger than those of the Euler-Bernoulli beam,which in practice,is the interpretation that the inner-welded plate can strengthen a hollow beam.In this work,comparisons with the finite element calculation were presented to validate the ETE-B model.
基金This study was supported by the National Natural Science Foundation of China(granted No.51505070)the Fundamental Research Funds for the Central Universities of China(granted No.N160313002,N160312001,N170302001,N180302004,N180703018,N180312012 and N180313006)the National Key Laboratory of Science and Technology on Advanced Composites in Special Environments,Harbin Institute of Technology(granted No.6142905192512).
文摘The vibration reduction characteristics of composite beams filled with magnetorheological elastomer core are studied experimentally.The fiber metal laminates with magnetorheological elastomers core is self-designed and prepared.Internal magnetic field is applied to the beam to explore its action of damping vibration performance under the magnetic field for the first time.The composite elements test system with controllable magnetic field intensity is designed and the function of each part is introduced.Then,a set of reasonable and standard vibration test flow of this type of composite beam under different magnetic field intensity is clarified,and the practical test is conducted.It has been found that the composite beam has excellent damping performance with the first 4 damping ratios being greater than 10%.Moreover,after the magnetic field is applied,its damping results can be further improved to meet the active control purpose.
