Soft impact dynamics of a cantilever beam: equivalent SDOF model versus infinite-dimensional system

被引:42
作者
Andreaus, U. [1 ]
Placidi, L. [2 ]
Rega, G. [1 ]
机构
[1] Univ Roma La Sapienza, Dept Struct & Geotech Engn, I-00184 Rome, Italy
[2] Int Telemat Univ Uninettuno, Fac Engn, I-00186 Rome, Italy
关键词
Impacting beam; equivalent SDOF model; finite element model; soft contact; numerical simulations; non-linear dynamics; BIFURCATIONS; MOTIONS; CHAOS;
D O I
10.1177/0954406211414484
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Non-smooth dynamics of a cantilever beam subjected to a transverse harmonic force and impacting onto a soft obstacle is studied. Upon formulating the equations of motion of the beam, proper attention is paid to identifying the mechanical properties of an equivalent single-degree-of-freedom (SDOF) piecewise linear impacting model. A multi-degree-of-freedom (MDOF) model of the impacting beam is also derived via standard finite elements. An 'optimal' identification curve of the obstacle spring rigidities in the two models is obtained by comparing the relevant pseudo-resonance frequencies. The identification is then exploited in the non-linear dynamic regime to get hints on some main, mostly regular, features of non-linear dynamic response of the impacting beam by the actual investigation of the behaviour of the sole equivalent SDOF model, with a definitely lower computational effort. Sample regular and non-regular responses of the MDOF model are also presented where the identification does not work. Overall, useful points are made as regards the possibility and the limitations of referring to an SDOF impacting model to investigate the non-linear response of the underlying infinite-dimensional system.
引用
收藏
页码:2444 / 2456
页数:13
相关论文
共 31 条
[1]   Cracked beam identification by numerically analysing the nonlinear behaviour of the harmonically forced response [J].
Andreaus, Ugo ;
Baragatti, Paolo .
JOURNAL OF SOUND AND VIBRATION, 2011, 330 (04) :721-742
[2]   Numerical simulation of the soft contact dynamics of an impacting bilinear oscillator [J].
Andreaus, Ugo ;
Placidi, Luca ;
Rega, Giuseppe .
COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2010, 15 (09) :2603-2616
[3]  
[Anonymous], 1998, THEORY VIBROIMPACT S
[4]   Proper orthogonal decomposition (POD) of a class of vibroimpact oscillations [J].
Azeez, MFA ;
Vakakis, AF .
JOURNAL OF SOUND AND VIBRATION, 2001, 240 (05) :859-889
[5]  
Azeez MFA, 1999, INT J NONLIN MECH, V34, P415
[6]   Dynamics of an elastic structure excited by harmonic and aharmonic impactor motions [J].
Balachandran, B .
JOURNAL OF VIBRATION AND CONTROL, 2003, 9 (3-4) :265-279
[7]   Prediction of period-1 impacts in a driven beam [J].
Bishop, SR ;
Thompson, MG ;
Foale, S .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1996, 452 (1954) :2579-2592
[8]   Dynamics of a two-degree-of-freedom cantilever beam with impacts [J].
Blazejczyk-Okolewska, Barbara ;
Czolczynski, Krzysztof ;
Kapitaniak, T .
CHAOS SOLITONS & FRACTALS, 2009, 40 (04) :1991-2006
[9]   PERIOD-INFINITY PERIODIC MOTIONS, CHAOS, AND SPATIAL COHERENCE IN A 10 DEGREE-OF-FREEDOM IMPACT OSCILLATOR [J].
CUSUMANO, JP ;
BAI, BY .
CHAOS SOLITONS & FRACTALS, 1993, 3 (05) :515-535
[10]   On a possible approximation of discontinuous dynamical systems [J].
Danca, MF ;
Codreanu, S .
CHAOS SOLITONS & FRACTALS, 2002, 13 (04) :681-691