Numerical analysis of nonlinear dynamic structural behaviour of ice-loaded side-shell structures

2009 ◽  
Vol 9 (3) ◽  
pp. 219-230 ◽  
Author(s):  
Zhibin Jia ◽  
Jonas W. Ringsberg ◽  
Junbo Jia
Keyword(s):  
Numerical Analysis ◽  
Nonlinear Dynamic ◽  
Shell Structures ◽  
Structural Behaviour ◽  
Loaded Side ◽  
Side Shell

Time-domain fatigue assessment of ship side-shell structures

2013 ◽  
Vol 55 ◽  
pp. 276-290 ◽  
Author(s):  
Zhiyuan Li ◽  
Jonas W. Ringsberg ◽  
Gaute Storhaug
Keyword(s):  
Time Domain ◽  
Shell Structures ◽  
Fatigue Assessment ◽  
Side Shell

scholarly journals Study on Nonlinear Dynamic Numerical Analysis Method of the Suspension Crossing Frame

2021 ◽  
Vol 693 (1) ◽  
pp. 012098
Author(s):  
Jiangtao Zhao ◽  
Yongfeng Cheng ◽  
Yongjun Xia ◽  
Yong Ma ◽  
Fei Peng
Keyword(s):  
Numerical Analysis ◽  
Nonlinear Dynamic ◽  
Analysis Method ◽  
Numerical Analysis Method

scholarly journals Numerical analysis of RC columns under cyclic uniaxial and biaxial lateral load

2021 ◽  
Vol 73 (10) ◽  
pp. 979-994
Keyword(s):  
Numerical Analysis ◽  
Lateral Displacement ◽  
Reinforcement Ratio ◽  
Shear Load ◽  
Longitudinal Reinforcement ◽  
Initial Stiffness ◽  
Structural Behaviour ◽  
Cross Sectional ◽  
Rc Columns ◽  
Cyclic Shear

A numerical finite element study is conducted in this paper to examine structural behaviour of high strength RC columns exposed to biaxial and uniaxial lateral displacement histories with constant axial load. The numerical analysis of 24 models was made using ABAQUS / CAE. The comparison between numerical analysis and experimental results shows good agreement through validations. The considered parametric study involves determination of the longitudinal reinforcement ratio, total cross-sectional area of confinement steel (Ash), and uniaxial and biaxial cyclic shear load. Numerical analysis results show that an increase of longitudinal reinforcement for a uniaxial and biaxial lateral historic load will significantly increase maximum and ultimate load of columns, corresponding deflections, number of cycles at maximum and ultimate loads, and initial stiffness Ki, while the effect of transverse reinforcement is less pronounced. The columns load and deformation capacity decreases significantly with application of biaxial cyclic shear load, compared with uniaxial load. Also, this effect reduces with an increase in longitudinal reinforcement ratio (%ρl) and Ash.

Dynamic Behavior Analysis of Vehicle Shimmy System With Consideration of Clearance in Steering Linkage Mechanism

2012 ◽  
Author(s):  
Jian-Wei Lu ◽  
Jia-Yun Xin ◽  
Jongkil Lee ◽  
Alexander F. Vakakis ◽  
Lawrence A. Bergman
Keyword(s):  
Numerical Analysis ◽  
Dynamic Response ◽  
Dynamic Model ◽  
Bifurcation Diagram ◽  
Dynamic Behavior ◽  
Nonlinear Dynamic ◽  
Theoretical Basis ◽  
Phase Plane ◽  
Linkage Mechanism ◽  
Hertz Model

Dynamic behavior of the vehicle shimmy system with consideration of steering linkage clearance was analyzed. Based on nonlinear dynamic theories, a 4-DOF dynamic model of vehicle shimmy system with consideration of steering linkage clearance was presented. In which, the revolute movement pair of steering linkage with clearance between the steering tie rod and tie rod arm was described based on Hertz model. Numerical analysis on the dynamic response of the vehicle shimmy system with clearance was carried out, and the results were presented with phase plane, Poincaré map, and bifurcation diagram. The dynamic behavior of the vehicle shimmy system with clearance is compared with that without clearance, and the influence of the clearance on the dynamic behavior of the system is discussed, which will provide theoretical basis for attenuation of vehicle shimmy.

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