Numerical study on the response scenarios in a vibro-impact single-degree-of-freedom oscillator with two unilateral dissipative and deformable constraints

被引:28
作者
Stefani, Giulia [1 ]
De Angelis, Maurizio [1 ]
Andreaus, Ugo [1 ]
机构
[1] Sapienza Univ Rome, Dept Struct & Geotech Engn, Via Eudossiana 18, I-00184 Rome, Italy
来源
COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION | 2021年 / 99卷
关键词
Regular and non-regular secondary resonances; Right and left hysteresis; Cascades; Primary and secondary grazing; PERIODICALLY-FORCED SYSTEM; NONLINEAR DYNAMIC-RESPONSE; ISOLATED BUILDINGS; EQUIPMENT; MODEL; CAPSULE; MOTION; COEFFICIENT; RELIABILITY; PERFORMANCE;
D O I
10.1016/j.cnsns.2021.105818
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this paper, some of the scenarios that can occur in the numerical nonlinear non-smooth response of a vibro-impact single-degree-of-freedom system, symmetrically constrained by deformable and dissipative bumpers, were identified and described. The different scenarios, obtained varying selected dimensionless parameters, were investigated identifying homogeneous frequency intervals, characterized by similar features in terms of number and types of limit cycles, and resorting to phase portraits, basins of attraction and Fourier spectra. Despite the relative simplicity of the model, which however takes into account impact, clearance and unilaterality of the constraints, decreasing the dimensionless gap 80 , from 80 = 1 to 80 = 0 , gradually more complex and varied scenarios, characterized by different types of secondary resonances (with right or left hysteresis or of non-regular type), cascades in the low frequency range, periodic, quasi-periodic or chaotic solutions were observed. The occurrence of primary and secondary grazing was also highlighted. (C) 2021 Elsevier B.V. All rights reserved.
引用
收藏
页数:30
相关论文
共 72 条
[1]   Reliability of base isolation for the protection of critical equipment from earthquake hazards [J].
Alhan, C ;
Gavin, HP .
ENGINEERING STRUCTURES, 2005, 27 (09) :1435-1449
[2]  
Andreaus U., 2019, Int J Dyn Control., V7, P1278, DOI DOI 10.1007/S40435-019-00532-X
[3]   Influence of the characteristics of isolation and mitigation devices on the response of single-degree-of-freedom vibro-impact systems with two-sided bumpers and gaps via shaking table tests [J].
Andreaus, Ugo ;
De Angelis, Maurizio .
STRUCTURAL CONTROL & HEALTH MONITORING, 2020, 27 (05)
[4]   A Preliminary Experimental Study About Two-Sided Impacting SDOF Oscillator Under Harmonic Excitation [J].
Andreaus, Ugo ;
Baragatti, Paolo ;
De Angelis, Maurizio ;
Perno, Salvatore .
JOURNAL OF COMPUTATIONAL AND NONLINEAR DYNAMICS, 2017, 12 (06)
[5]   Shaking table tests and numerical investigation of two-sided damping constraint for end-stop impact protection [J].
Andreaus, Ugo ;
Baragatti, Paolo ;
De Angelis, Maurizio ;
Perno, Salvatore .
NONLINEAR DYNAMICS, 2017, 90 (04) :2387-2421
[6]   Nonlinear dynamic response of a base-excited SDOF oscillator with double-side unilateral constraints [J].
Andreaus, Ugo ;
De Angelis, Maurizio .
NONLINEAR DYNAMICS, 2016, 84 (03) :1447-1467
[7]  
[Anonymous], 2012, DYNAMIC STRUCTURES T
[8]   Payload oscillations control in harbor cranes via semi-active vibration absorbers: modeling, simulations and experimental results [J].
Arena, Andrea ;
Lacarbonara, Walter ;
Casalotti, Arnaldo .
X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 :501-509
[9]  
Bathe K.-J., 2006, Finite element procedures
[10]   Coexistence, bifurcation and chaos of a periodically forced duffing system with absolute nonlinearity [J].
Chen, Jiayun ;
Min, Fuhong ;
Jin, Qiusen ;
Ye, Biaomin .
EUROPEAN PHYSICAL JOURNAL-SPECIAL TOPICS, 2019, 228 (06) :1405-1419