Wind and Structures, An International Journal, volume 24, issue 4, pages 351-365

Alternative numerical method for identification of flutter on free vibration

Nakhyun Chun 1
Jiho Moon 2
Jung Gi Im 3
2
 
KangWon National University
3
 
School of Civil, Environmental and Architectural Engineering
Publication typeJournal Article
Publication date2017-04-25
scimago Q3
wos Q3
SJR0.376
CiteScore2.7
Impact factor1.3
ISSN12266116, 15986225
Building and Construction
Civil and Structural Engineering
Modeling and Simulation
Abstract
The minimization method is widely used to predict the dynamic characteristics of a system. Generally, data recorded by experiment (for example displacement) tends to contain noise, and the error in the properties of the system is proportional to the noise level (NL). In addition, the accuracy of the results depends on various factors such as the signal character, filtering method or cut off frequency. In particular, coupled terms in multimode systems show larger differences compared to the true value when measured in an environment with a high NL. The iterative least square (ILS) method was proposed to reduce these errors that occur under a high NL, and has been verified in previous research. However, the ILS method might be sensitive to the signal processing, including the determination of cutoff frequency. This paper focused on improving the accuracy of the ILS method, and proposed the modified ILS (MILS) method, which differs from the ILS method by the addition of a new calculation process based on correlation coefficients for each degree of freedom. Comparing the results of these systems with those of a numerical simulation revealed that both ILS and the proposed MILS method provided good prediction of the dynamic properties of the system under investigation (in this case, the damping ratio and damped frequency). Moreover, the proposed MILS method provided even better prediction results for the coupling terms of stiffness and damping coefficient matrix.
Nguyen N., Kim J.J., Kim S.
2019-03-01 citations by CoLab: 24 Abstract  
In this study, a methodology to determine constitutive equation at a strain rate level from indentation curves was proposed. The constitutive equation for structural steel consists of elastic modulus (E), yield strength (σy), work hardening (n), and a plastic property (α) that represents the plastic plateau stage of structural steel. Four dimensionless equations that show the basic relationship between constitutive parameters, strain rate, and the characteristics of the loading-unloading curve were established. A finite element model to simulate the indentation process was developed for the necessity of constructing four accurate dimensionless equations in the forms of third order polynomial equations. The proposed methodology was then used to determine constitutive equations at a strain rate level from indentation curves for SS400 and SM490 structural steel. The resultant constitutive equations were validated through loading tensile tests for SS400 and SM490 structural steel. Moreover, the proposed methodology was used to determine the strain rate sensitivity of SM490 steel via nanoindentation experiments.

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