Wave propagation in a microbeam based on the modified couple stress theory

被引:47
作者
Kocaturk, Turgut [1 ]
Akbas, Seref Doguscan [1 ]
机构
[1] Yildiz Tekn Univ, Dept Civil Engn, TR-34210 Esenler, Turkey
关键词
wave propagation; modified couple stress theory; microbeam; MULTILAYER COMPOSITE BEAM; FINITE-ELEMENT MODEL; ELASTICITY;
D O I
10.12989/sem.2013.46.3.417
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents responses of the free end of a cantilever micro beam under the effect of an impact force based on the modified couple stress theory. The beam is excited by a transverse triangular force impulse modulated by a harmonic motion. The Kelvin-Voigt model for the material of the beam is used. The considered problem is investigated within the Bernoulli-Euler beam theory by using energy based finite element method. The system of equations of motion is derived by using Lagrange's equations. The obtained system of linear differential equations is reduced to a linear algebraic equation system and solved in the time domain by using Newmark average acceleration method. In the study, the difference of the modified couple stress theory and the classical beam theory is investigated for the wave propagation. A few of the obtained results are compared with the previously published results. The influences of the material length scale parameter on the wave propagation are investigated in detail. It is clearly seen from the results that the classical beam theory based on the modified couple stress theory must be used instead of the classical theory for small values of beam height.
引用
收藏
页码:417 / 431
页数:15
相关论文
共 25 条
[1]  
[Anonymous], AM SOC CIV ENG P 1
[4]  
Kocaturk T, 2011, INT J PHYS SCI, V6, P4013
[5]  
Koiter W. T., 1964, Proc. Ned. Akad. Wet. (B), V67, P17
[6]   Experiments and theory in strain gradient elasticity [J].
Lam, DCC ;
Yang, F ;
Chong, ACM ;
Wang, J ;
Tong, P .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2003, 51 (08) :1477-1508
[7]  
Mindlin R, 1962, ARCH RATION MECH AN, V11, P48, DOI [DOI 10.1007/BF00253946, 10.1007/BF00253946]
[8]  
Mindlin R., 1963, Experimental Mechanics, V3, P1, DOI [10.1007/BF02327219, DOI 10.1007/BF02327219]
[9]   Wave propagation in delaminated beam [J].
Ostachowicz, W ;
Krawczuk, M ;
Cartmell, M ;
Gilchrist, M .
COMPUTERS & STRUCTURES, 2004, 82 (06) :475-483
[10]   Rayleigh waves obtained by the indeterminate couple-stress theory [J].
Ottosen, NS ;
Ristinmaa, M ;
Ljung, C .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2000, 19 (06) :929-947