scholarly journals Experimental Research on 2 : 1 Parametric Vibration of Stay Cable Model under Support Excitation

2016 ◽  
Vol 2016 ◽  
pp. 1-9 ◽  
Author(s):  
Li-Na Zhang ◽  
Feng-Chen Li ◽  
Xiang Yu ◽  
Peng-Fei Cui ◽  
Xiao-Yong Wang
Keyword(s):  
Numerical Simulation ◽  
Experimental Research ◽  
Excitation Frequency ◽  
Parametric Vibration ◽  
Vibration Test ◽  
Test Model ◽  
Stay Cable ◽  
Test Analysis ◽  
Support Excitation ◽  
Bridge Bearing

For 2 : 1 parametric vibration problem of stay cable under support excitation, a sliding support only in the vertical moving is designed to simulate the bridge stay cable’s vibration test model. Meanwhile, using numerical simulation of cable free vibration and dynamic characteristic test analysis, the experimental research under various conditions is implemented in the actual cable-stayed bridge as the research object, which is compared with the corresponding numerical simulation results. According to the analysis results, it shows that as the vibration test model has 2 : 1 parametric vibration under the support excitation the results of maximum cable displacement from experimental analysis and numerical simulation are basically consistent which revealed that the parametric vibration of stay cable exists and is easy to occur. Additionally, when the bridge bearing excitation frequency is similar to the 2 : 1 frequency ratio, small excitation can indeed lead to the sharp “beat” vibration of cable; therefore it is very necessary to limit the amplitude of support excitation to prevent the occurrence of a large main parametric resonance.

Coupled responses of stay cables under the combined rain–wind and support excitations by theoretical analyses

2020 ◽  
Vol 23 (11) ◽  
pp. 2261-2275
Author(s):  
Shouying Li ◽  
Yuanyuan Wang ◽  
Qingyu Zeng ◽  
Zhengqing Chen
Keyword(s):  
Equations Of Motion ◽  
High Order ◽  
Parametric Vibration ◽  
Stay Cable ◽  
Cable Tension ◽  
Coupled Equations ◽  
Stay Cables ◽  
Support Excitation ◽  
Source Excitation ◽  
Nonlinear Components

Stay cables on several cable-stayed bridges all over the world have been found to experience rain-wind-induced vibrations under the combined action of rain and wind. Meanwhile, the bridge deck might also have obvious oscillation under the wind and/or traffic loads. The coupled responses of a stay cable under the combined rain–wind and support excitations are numerically investigated in this article. The equations of motion of a three-dimensional continuous stay cable are derived by considering the high-order nonlinear components of the dynamic cable tension, together with the equation of motion of the rivulet on the cable surface. The forces induced by rain–wind excitation are determined by the quasi-steady theory, and the support excitation is achieved by the boundary condition. The coupled equations of the cable and the rivulet are numerically solved by using the finite difference method and the fourth-order Runge–Kutta method, respectively. The numerical results show that the high-order nonlinear components of the dynamic cable tension should be taken into account to numerically reproduce the parametric vibration of the stay cable, whereas they hardly have any effects on the rain-wind-induced vibration and the resonance vibration of the stay cable. The responses of stay cable under vertical support oscillation only and the rain–wind excitation only obtained from this study agree well with the literature results. Compared with the results induced by single-source excitation, the cable response amplitude under the combined excitations is smaller than that induced only by support excitation and larger than that induced only by rain–wind excitation. The rivulet is prone to be thrown from the cable surface if the parametric vibration of the stay cable is evoked.

Supported Punch Shear Behaviour of Polycarbonate: Test, Analysis and Numerical Simulation

2019 ◽  
Author(s):  
Yunfa Zhang ◽  
Qi Yang ◽  
Richard Desnoyers ◽  
Andrew Johnston
Keyword(s):  
Numerical Simulation ◽  
Shear Behaviour ◽  
Test Analysis

Laser shock micro-bulk forming: Numerical simulation and experimental research

2021 ◽  
Vol 64 ◽  
pp. 1273-1286
Author(s):  
Keyang Wang ◽  
Huixia Liu ◽  
Youjuan Ma ◽  
Jinzhong Lu ◽  
Xiao Wang ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Experimental Research ◽  
Laser Shock ◽  
Bulk Forming

scholarly journals Influence of Vortex Finder Structure on Separation Performance of Double-Overflow Three-Product Hydrocyclones

Separations ◽  
2021 ◽  
Vol 8 (6) ◽  
pp. 79
Author(s):  
Yuekan Zhang ◽  
Jiangbo Ge ◽  
Lanyue Jiang ◽  
Hui Wang ◽  
Junru Yang ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Flow Field ◽  
Experimental Research ◽  
Separation Efficiency ◽  
Structural Parameters ◽  
Separation Performance ◽  
Insertion Depth ◽  
Flow Field Characteristics ◽  
Vortex Finder ◽  
Fine Classification

In view of the difficulty of traditional hydrocyclones to meet the requirements of fine classification, a double-overflow three-product (internal overflow, external overflow and underflow) hydrocyclone was designed in this study. Numerical simulation and experimental research methods were used to investigate the effects of double-overflow flow field characteristics and structural parameters (i.e., internal vortex finder diameter and insertion depth) on separation performance. The research results showed that the larger the diameter of the internal vortex finder, the greater the overflow yield and the larger the cut size. The finest internal overflow product can be obtained when the internal vortex finder is 30 mm longer than the external vortex finder. The separation efficiency is highest when the internal vortex finder is 30 mm shorter than the external vortex finder.

Simulation and Analysis of Swing Motion of Lifting Load System on Rescue Vehicle

2012 ◽  
Vol 538-541 ◽  
pp. 725-729
Author(s):  
Han Ming Liu ◽  
Heng Zhao ◽  
Ning Li
Keyword(s):  
Numerical Simulation ◽  
Theoretical Basis ◽  
Safety Assessment ◽  
Kinematic Model ◽  
Excitation Frequency ◽  
Lagrange’S Equation ◽  
Set Up

In lifting, remoted operated dive vehicle（ROV） may swing with the effect of wave. Based on the general form of Lagrange’s equation, a 3-DOF nonlinear swing motion kinematic model was set up. The kinematic response was studied using methods of numerical simulation. The results demonstrated that the kinematic response depends on the length of cable, lifting speed and excitation frequency. Conclusions drawn from this work can be used for safety assessment and theoretical basis for lifting ROV.

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