• 제목/요약/키워드: Dynamic Method

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Dynamic Substructuring 기법을 이용한 원통형 구조물의 동특성 확인 (Dynamic Characteristics Identification of Cylindrical Structure Using Dynamic Substructuring Method)

  • 최영인;박노철;이상정;박영필;김진성;박찬일;노우진
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2014년도 추계학술대회 논문집
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    • pp.106-109
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    • 2014
  • In order to obtain dynamic behaviors of complex structures, it demands large amounts computational cost and time to perform the numerical analysis. The model reduction method helps these problems by dividing the full model into primary and unnecessary parts. In this research, we perform the modal analysis using the dynamic substructuring method, which is one of the model reduction methods, in order to obtain the dynamic characteristics of the cylindrical structures efficiently. To select the master degrees of freedom (dofs), we consider the mode shapes of the cylindrical structures. And then, we identify the validity of the dynamic substructuring method by applying the method to the simple cylinder and core support barrel (CSB) which is one of the reactor internals with the cylindrical shape. The results demonstrate that the dynamic characteristics from the dynamic substructuring method are well matched with the original method.

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등방성체용 동적 광탄성 하이브리드 법 개발에 관한 연구 (A Study on the Development of the Dynamic Photoelastic Hybrid Method for Isotropic Material)

  • 신동철;황재석
    • 대한기계학회논문집A
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    • 제24권9호
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    • pp.2220-2227
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    • 2000
  • In this paper, dynamic photoelastic hybrid method is developed and its validity is certified. The dynamic photoelastic hybrid method can be used on the obtaining of dynamic stress intensity factors and dynamic stress components. The effect of crack length on the dynamic stress intensity factors is less than those on the static stress intensity factors. When structures are under the dynamic mixed mode load, dynamic stress intensity factor of mode I is almost produced. Dynamic loading device manufactured in this research can be used on the research of dynamic behavior when mechanical resonance is produced and when crack is propagated with the constant velocity.

Dynamic stiffness based computation of response for framed machine foundations

  • Lakshmanan, N.;Gopalakrishnan, N.;Rama Rao, G.V.;Sathish kumar, K.
    • Geomechanics and Engineering
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    • 제1권2호
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    • pp.121-142
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    • 2009
  • The paper deals with the applications of spectral finite element method to the dynamic analysis of framed foundations supporting high speed machines. Comparative performance of approximate dynamic stiffness methods formulated using static stiffness and lumped or consistent or average mass matrices with the exact spectral finite element for a three dimensional Euler-Bernoulli beam element is presented. The convergence of response computed using mode superposition method with the appropriate dynamic stiffness method as the number of modes increase is illustrated. Frequency proportional discretisation level required for mode superposition and approximate dynamic stiffness methods is outlined. It is reiterated that the results of exact dynamic stiffness method are invariant with reference to the discretisation level. The Eigen-frequencies of the system are evaluated using William-Wittrick algorithm and Sturm number generation in the $LDL^T$ decomposition of the real part of the dynamic stiffness matrix, as they cannot be explicitly evaluated. Major's method for dynamic analysis of machine supporting structures is modified and the plane frames are replaced with springs of exact dynamic stiffness and dynamically flexible longitudinal frames. Results of the analysis are compared with exact values. The possible simplifications that could be introduced for a typical machine induced excitation on a framed structure are illustrated and the developed program is modified to account for dynamic constraint equations with a master slave degree of freedom (DOF) option.

변형된 Dynamic Averaging 방법을 이용한 단독어인식 (Isolated Word Recognition using Modified Dynamic Averaging Method)

  • 정의봉;고영혁;이종악
    • 한국음향학회지
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    • 제10권2호
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    • pp.23-28
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    • 1991
  • 본 논문을 특정화자에 대한 단독어 음성 인식에 대한 연구이다. 우리는 표준패턴으로서 변형된 dynamic linear averaging 방법을 이용한 DTW 음성 인식 시스템을 제안한다. 57개의 모든 도시명이 인식 대상 어휘로 선정되었고 12차 LPC cepstram 계수를 특징계수로 사용하였다. 이 논문은 표준패턴으로 변형된 dynamic linear averaging 방법을 이용하여 인식 실험을 한것 이외에도 같은 데이터 같은 조건상에서 causal 방법과 dynamic averaging방법, linear averaging방법, clustering 방법을 이용하여 실험하였다. 실험결과로 변형시킨 dynamic linear averaging 방법을 이용한 DTW 음성인식이 97.6%로 가장 좋은 인식율을 보였다.

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직교이방성체내의 진전 균열에 대한 동적 광탄성 실험 Hybrid 법 개발 (Development of Dynamic Photoelastic Experimental Hybrid Method for Propagating Cracks in Orthotropic Material)

  • 신동철;황재석;성종현
    • 대한기계학회논문집A
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    • 제27권8호
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    • pp.1273-1280
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    • 2003
  • In this paper, transparent dynamic photoelastic experimental hybrid method for propagating cracks in orthotropic material was developed. Using transparent dynamic photoelastic experimental hybrid method, we can obtain stress intensity factor and separate the stress components from only isochromatic fringe patterns without using isoclinics. When crack is propagated with constant velocity, the contours of stress components in the vicinity of crack tip in orthotropic material are similar to those of isotropic material or orthotropic material with stationary crack under the static load. Dynamic stress intensity factors are decreased as crack growths. It was certified that the dynamic photoelastic experimental hybrid method was very useful for the analysis of the dynamic fracture mechanics.

동치환공법의 적정심도 결정에 관한 연구 (LandAnalysis of Effective Depth of Dynamic Replacement Method)

  • 김성환
    • 한국재난정보학회 논문집
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    • 제14권3호
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    • pp.305-314
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    • 2018
  • 연구목적: 동치환공법은 유사한 동다짐공법에 비해 동치환 직경, 심도, 간격, 타격에너지(중추 무게와 낙하고), 지반강도 증대 효과, 지반 개량효율 등에 대한 연구 및 실증이 부족하다. 연구방법: 본 연구에서는 실트질 점토지반을 연구 대상 지반으로 선정하여 예비 동치환시공과 본시공 동치환의 2가지 경우로 나눠서 지반개량을 실시하고 효과를 분석하였으며, 결과를 바탕으로 적정 개량심도 결정 및 개량효과에 미치는 인자에 관하여 연구하였다. 연구결과: 실트질 점토 지반을 대상으로 동치환 적정 심도 결정, 지반개량효과에 끼치는 특성을 상세히 분석하여 동치환 시 적용할 수 있는 개량심도 ($D_R$) 관계식을 제안하였다. 결론: 동치환공법을 실트질 점토 지반에 적용한 경우, 동다짐공법의 낙하에너지보다 1.25~2.5배 증가시켜야 하는 것으로 나타났다.

동적 해석법을 이용한 내진설계 결과의 비교 고찰 (Comparative Study on the Results of Seismic Design by Dynamic Analysis Method)

  • 이성우;노홍식;심규점
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1991년도 가을 학술발표회 논문집
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    • pp.81-89
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    • 1991
  • Recently increasing number of highrise buildings are aseismically designed by dynamic analysis method. To perform comparative study on the results of seismic design by dynamic analysis method, five-to thirty-story building models of ductile moment resisting frames and braced frames are considered. Base shears of these models using the spectrum of equivalent static method in the current Korean code and the ones of dynamic analysis method in the UBC-88 code are compared. Based on this study design spectra to be used in the dynamic analysis in Korea are proposed and the results are compared.

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Analysis, Modeling and Compensation of Dynamic Imbalance Error for a Magnetically Suspended Sensitive Gyroscope

  • Xin, Chaojun;Cai, Yuanwen;Ren, Yuan;Fan, Yahong;Xu, Guofeng;Lei, Xu
    • Journal of Magnetics
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    • 제21권4호
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    • pp.529-536
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    • 2016
  • Magnetically suspended sensitive gyroscopes (MSSGs) provide an interesting alternative for achieving precious attitude angular measurement. To effectively reduce the measurement error caused by dynamic imbalance, this paper proposes a novel compensation method based on analysis and modeling of the error for a MSSG. Firstly, the angular velocity measurement principle of the MSSG is described. Then the analytical model of dynamic imbalance error has been established by solving the complex coefficient differential dynamic equations of the rotor. The generation mechanism and changing regularity of the dynamic imbalance error have been revealed. Next, a compensation method is designed to compensate the dynamic imbalance error and improve the measurement accuracy of the MSSG. The common issues caused by dynamic imbalance can be effectively resolved by the proposed method in gyroscopes with a levitating rotor. Comparative simulation results before and after compensation have verified the effectiveness and superiority of the proposed compensation method.

직교이방성체내의 진전 균열에 대한 동적 광탄성 실험의 Hybrid 법 개발 (Development of Dynamic Photoelastic Experimental Hybrid method for Propagating Cracks in Orthotropic Material)

  • 신동철;황재석
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 춘계학술대회논문집A
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    • pp.236-241
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    • 2000
  • In this paper, transparent dynamic photoelastic experimental hybrid method for propagating cracks in orthotropic material is developed. Using transparent dynamic photoelastic experimental hybrid method, we can obtain stress intensity factor and separate the stress components from only isochromatic fringe patterns without using isoclinics. It is certified that the dynamic photoelastic experimental hybrid method is very useful for the problems of the dynamic tincture mechanics.

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스트레인게이지법을 이용한 동적응력확대계수 평가 (Evaluation on dynamic stress intensity factor using strain gage method)

  • 이현철;김덕희;김재훈;문순일
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집A
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    • pp.304-309
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    • 2000
  • Strain gage method is used to evaluate the mode I dynamic stress intensity factor of marging steel(18Ni) and titanium alloy(Ti-6A1-4V). To decide the best strain gage position on specimen, static fracture toughness test was performed. Then instrumented charpy impact test and dynamic tensile test was performed by using strain gage method for evlauating dynamic stress intensity factor. Strain gage signals on the crack tip region are used to calculate the stress intensity factors. It is found that strain gage method is more useful than method by using load which is obtained from impact tup to assess dynamic characteristics such as dynamic stress intensity factor.

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