Space-time numerical simulation and validation of analytical predictions for nonlinear forced dynamics of suspended cables

被引:11
作者
Srinil, Narakorn [1 ]
Rega, Giuseppe [2 ]
机构
[1] Univ Aberdeen, Univ London Kings Coll, Dept Engn, Aberdeen AB24 3UE, Scotland
[2] Univ Roma La Sapienza, Dept Struct & Geotech Engn, I-00197 Rome, Italy
关键词
D O I
10.1016/j.jsv.2007.12.026
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This paper presents space-time numerical simulation and validation of analytical predictions for the finite-amplitude forced dynamics of suspended cables. The main goal is to complement analytical and numerical solutions, accomplishing overall quantitative/qualitative comparisons of nonlinear response characteristics. By relying on an approximate, kinematically non-condensed, planar modeling, a simply supported horizontal cable subject to a primary external resonance and a 1:1, or 1:1 vs. 2:1, internal resonance is analyzed. To obtain analytical solution, a second-order multiple scales approach is applied to a complete eigenfunction-based series of nonlinear ordinary-differential equations of cable damped forced motion. Accounting for both quadratic/cubic geometric nonlinearities and multiple modal contributions, local scenarios of cable uncoupled/coupled responses and associated stability are predicted, based on chosen reduced-order models. As a cross-checking tool, numerical simulation of the associated nonlinear partial-differential equations describing the dynamics of the actual infinite-dimensional system is carried out using a finite difference technique employing a hybrid explicit-implicit integration scheme. Based on system control parameters and initial conditions, cable amplitude, displacement and tension responses are numerically assessed, thoroughly validating the analytically predicted solutions as regards the actual existence, the meaningful role and the predominating internal resonance of coexisting/ competing dynamics. Some methodological aspects are noticed, along with a discussion on the kinematically approximate versus exact, as well as planar versus non-planar, cable modeling. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:394 / 413
页数:20
相关论文
共 25 条
[1]   On non-linear vibration analyses of continuous systems with quadratic and cubic non-linearities [J].
Abe, Akira .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2006, 41 (08) :873-879
[2]   CHAOTIC VIBRATIONS OF BEAMS - NUMERICAL-SOLUTION OF PARTIAL-DIFFERENTIAL EQUATIONS [J].
ABHYANKAR, NS ;
HALL, EK ;
HANAGUD, SV .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1993, 60 (01) :167-174
[3]  
AMES WF, 1977, NUMERICAL METHODS PA
[4]   Non-linear responses of suspended cables to primary resonance excitations [J].
Arafat, HN ;
Nayfeh, AH .
JOURNAL OF SOUND AND VIBRATION, 2003, 266 (02) :325-354
[5]  
ESSEBIER S, 1995, ASCE J ENG MECH, V121, P1193
[6]   Nonlinear oscillations of cables under harmonic loading using analytical and finite element models [J].
Gattulli, V ;
Martinelli, L ;
Perotti, F ;
Vestroni, F .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2004, 193 (1-2) :69-85
[7]  
Irvine H.M., 1981, Cable Structures
[8]   Dynamic analysis of large displacement cable motion with experimental verification [J].
Koh, CG ;
Rong, Y .
JOURNAL OF SOUND AND VIBRATION, 2004, 272 (1-2) :187-206
[9]   Resonant non-linear normal modes. Part I: analytical treatment for structural one-dimensional systems [J].
Lacarbonara, W ;
Rega, G ;
Nayfeh, AH .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2003, 38 (06) :851-872
[10]   Multimode interactions in suspended cables [J].
Nayfeh, AH ;
Arafat, HN ;
Chin, CM ;
Lacarbonara, W .
JOURNAL OF VIBRATION AND CONTROL, 2002, 8 (03) :337-387