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《应用数学和力学(英文版)》 2002-01
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QUASI-STATIC AND DYNAMICAL ANALYSIS FOR VISCOELASTICTIMOSHENKO BEAM WITH FRACTIONAL DERIVATIVECONSTITUTIVE RELATION

ZHU Zheng_you , LI Gen_guo ,CHENG Chang_jun (1.Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, P R China; 2.Department of Mathematics, Shanghai University, Shanghai 200436, P R China; 3.Shanghai Supercom  
The equations of motion governing the quasi_static and dynamical behavior of a viscoelastic Timoshenko beam are derived. The viscoelastic material is assumed to obey a three_dimensional fractional derivative constitutive relation. The quasi_static behavior of the viscoelastic Timoshenko beam under step loading is analyzed and the analytical solution is obtained. The influence of material parameters on the deflection is investigated. The dynamical response of the viscoelastic Timoshenko beam subjected to a periodic excitation is studied by means of mode shape functions. And the effect of both transverse shear and rotational inertia on the vibration of the beam is discussed.
【Fund】: theNationalNaturalScienceFoundationofChina ( 1 9772 0 2 7) ;theScienceFoundationofShanghaiMunicipalCommissionofSciencesandTechnology ( 98JC1 40 3 2 ) ;theScience FoundationofShanghaiMunicipalCommissionofEducation ( 99A0 1 )
【CateGory Index】: O345
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【References】
Chinese Journal Full-text Database 1 Hits
1 LIU Lin-chao1,YAN Qi-fang1,YANG Xiao2(1.School of Civil Engineering,Xinyang Normal University,Xinyang,Henan 464000,China; 2.Department of Civil Engineering,Shanghai University,Shanghai 200072,China);VERTICAL VIBRATION OF SINGLE PILE IN SOIL DESCRIBED BY FRACTIONAL DERIVATIVE VISCOELASTIC MODEL[J];Engineering Mechanics;2011-08
【Co-citations】
Chinese Journal Full-text Database 3 Hits
1 CHEN Li-qun, CHENG Chang-jun, ZHANG Neng-hui Department of Mechanics, Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University Shanghai 200072, China;Chaotic Motions of Nonlinear Viscoelastic Beams[J];上海大学学报(英文版);2000-S1
2 ZHU Zheng_you 1,2, LI Gen_guo 4, CHENG Chang_jun 1,3 (1.Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, P.R.China; 2.Department of Mathematics, Shanghai University, Shanghai 200436, P.R.China; 3.Department of Mechanics, Shanghai University, Shanghai 200436, P.R.China; 4.Shanghai Supercomputer Center, Shanghai 201203, P.R.China) (Contributed by CHENG Chang_jun);A NUMERICAL METHOD FOR FRACTIONAL INTEGRAL WITH APPLICATIONS[J];应用数学和力学(英文版);2003-04
3 CHENG Chang-jun , SHENG Dong-fa , LI Jing-jing (Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, P. R. China; Department of Mechanics, Shanghai University, Shanghai 200444, P. R. China; Department of Electromechanic and Automatic Engineering, Fujian University of Technology, Fuzhou 350014, Fujian Province, P. R. China);QUASI-STATIC ANALYSIS FOR VISCOELASTIC TIMOSHENKO BEAMS WITH DAMAGE[J];应用数学和力学(英文版);2006-03
【Co-references】
Chinese Journal Full-text Database 3 Hits
1 Hu Changbin~(1,2),Huang Xiaoming~(1)(1.Transportation College of Southeast University,Nanjing 210096,China;2.College of Civil Engineeringand Architecture,Fuzhou University,Fuzhou 350002,China);A quasi-analytical solution to soil-pile interaction in longitudinal vibration in layered soils considering vertical wave effect on soils[J];Earthquake Engineering and Engineering Vibration;2006-04
2 Zhou Xuhong~1 Jiang Jianguo~2 Zou Yinsheng~3(1 School of Civil Engineering,Chang'an University;2 School of Civil Engineering and Architecture,Central South University;3 Hunan University);DYNAMIC ANALYSIS OF PILES UNDER AXIAL LOADING AND LATERAL DYNAMIC FORCE IN VISCO-ELASTIC MEDIUM[J];China Civil Engineering Journal;2005-02
3 LIU Lin-chao, ZHANG Wei (Institute of Applied Mechanics Jinan University, Guangzhou 510632, China);Deformation properties of horizontal round adits in viscoelastic rocks with fractional Kelvin model[J];Rock and Soil Mechanics;2005-02
【Secondary References】
Chinese Journal Full-text Database 6 Hits
1 Huaxi Gao1 Minjie Wen2(1School of Naval Architecture and Civil Engineering,Zhejiang Ocean University,Zhoushan,316004)(2Department of Civil Engineering,Shanghai University,Shanghai,200072);FREQUENCY RESPONSES OF A PARTIAL SEALED TUNNEL WITH FRACTIONAL DERIVATIVE VISCOELASTIC LINING[J];Chinese Journal of Solid Mechanics;2012-06
2 Gao Huaxi,2) Wen Minjie(School of Naval Architecture and Civil Engineering,Zhejiang Ocean University,Zhoushan 316004,China)(Department of Civil Engineering,Shanghai University,Shanghai 200072,China);DYNAMIC CHARACTERISTICS OF A SPHERICAL CAVITY IN NEARLY SATURATED VISCOELASTIC SOIL[J];Chinese Journal of Theoretical and Applied Mechanics;2012-04
3 GAO Huaxi1,WEN Minjie2(1.School of Naval Architecture and Civil Engineering,Zhejiang Ocean University,Zhoushan,Zhejiang 316004,China; 2.Department of Civil Engineering,Shanghai University,Shanghai 200072,China);DYNAMIC RESPONSES OF SATURATED SOIL IN DEEP CIRCULAR TUNNEL WITH VISCOELASTIC LINING[J];Chinese Journal of Rock Mechanics and Engineering;2012-02
4 YU Lie 1,LIN Bin-bin 2 (1.Zhejiang Yijian Construction Co.,Ltd.,Hangzhou 310012,China;2.Zhejiang College of Construction,Hangzhou 311231,China);Properties of Vertical Vibration of Floating Pile in Viscoelastic Soil[J];Noise and Vibration Control;2012-06
5 YANG Xiao1,WEN Min-Jie1,GAO Hua-xi2(1.Department of Civil Engineering,Shanghai University,Shanghai 200072,China; 2.School of Naval Architecture and Civil Engineering,Zhejiang Ocean University,Zhoushan 316004,China);Vibration characteristics of a spherical cavity in fractional-derivative-viscoelastic nearly saturated soil[J];Journal of Vibration and Shock;2013-04
6 WEN Min-jie1,YANG Xiao2,GAO Hua-xi3(1.Department of Biological and Engviromental Engineering,Jiaxing Vocational and Technical College,Jiaxing,Zhejiang 314036,China; 2.Department of Civil Engineering,Shanghai University,Shanghai 200072,China; 3.School of Naval Architecture and Civil Engineering,Zhejiang Ocean University,Zhoushan,Zhejiang 316004,China);Dynamic characteristics of saturated fractional derivative viscoelastic soil with a spherical cavity[J];Rock and Soil Mechanics;2013-04
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