• 제목/요약/키워드: verifications

검색결과 269건 처리시간 0.027초

2차원 다층 반무한해를 이용한 지하구조계의 동적 경계요소 해석 (Dynamic Boundary Element Analysis of Underground Structures Using Multi-Layered Half-Plane Fundamental Solutions)

  • 김문겸;이종우;조성용
    • 한국지진공학회논문집
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    • 제1권4호
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    • pp.59-68
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    • 1997
  • 터널 등과 같은 지하구조계를 유한요소법 등의 수치적 방법으로 해석할 경우 인위적인 경제에서 파의 반사가 발생하게 되어 실제 결과의 큰 차이를 발생시킨다. 따라서 동역학적 하중을 받는 지하구조계는 실질적인 반무한 구조계로 고려되어야 한다. 특히 지하구조계는 실제 다층구조로 구성되어 있으므로 이러한 다층문제를 고려할 수 있어야 한다. 이를 위해 본 연구에서는 외부영역 경제적문제로 해석하기 위한 동적 수치기본해를 개발하였다. 주파수영역의 정적인 경우에 대한 엄밀 적분해와 Bessel 함수의 점근식을 이용한 적분을 통해 축대치문제를 2차원 문제로 보다 쉽게 적용할 수 있도록 하였다. 이와 같이 개발된 동적 수치기본해를 경제 적분 방정식에 적용하여 해석한 결과와 기존 해석결과와의 비교를 통해 그 효율성을 입증하였다. 또한 다층지반내 지하구조물에 대해 지반매체의 각 물성 및 공동의 깊이에 따른 민감도분석을 수해하여 지하구조계의 동적 거동특성 파악의 적용성을 다루었다.

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Reaction Behavior of Li4+xTi5O12 Anode Material as Depth of Discharge

  • Cho, Woo-Suk;Song, Jun-Ho;Park, Min-Sik;Kim, Jae-Hun;Kim, Jeom-Soo;Kim, Young-Jun
    • Journal of Electrochemical Science and Technology
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    • 제1권2호
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    • pp.85-91
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    • 2010
  • We have studied the origin of an additional plateau of $Li_{4+x}Ti_5O_{12}$ (LTO) observed at 0.7 V (vs. Li/$Li^+$). Some LTO has to be discharged down to below 1.0 V forming two-stage plateau (1.5 V and 0.7 V) in order to obtain most of capacity while others could achieve the same level of capacity at higher potential (1.0 V vs. Li/$Li^+$) forming one plateau (1.5 V). The particle size effect has been investigated as a possible reason of this. The 0.7 V plateau was gradually elongated with increasing the particle size. The structural variations and kinetic behaviors during discharge were carefully examined by in-situ XRD technique and OCV measurement. According to structural and electrochemical verifications, the kinetic limitation of $Li^+$ insertion is responsible primarily for the two-stage plateau which is related to the particle size of LTO rather than the formation of new intermediate phase during discharge. Herein, we propose a possible reaction model to elucidate this abnormal behavior of LTO below 1.0 V (Li/$Li^+$).

극한지용 고장력강의 평균 응력 삼축비 및 평균 정규 로드 파라메터를 고려한 3차원 파단 변형률 평면 개발: 제2부 파단 변형률 평면의 정식화 (Development of Three-Dimensional Fracture Strain Surface in Average Stress Triaxiaility and Average Normalized Lode Parameter Domain for Arctic High Tensile Steel: Part II Formulation of Fracture Strain Surface)

  • 정준모;박성주;김영훈
    • 한국해양공학회지
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    • 제29권6호
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    • pp.454-462
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    • 2015
  • An extended study was conducted on the fracture criterion by Choung et al. (2011; 2012) and Choung and Nam (2013), and the results are presented in two parts. The theoretical background of the fracture and the results of new experimental studies were reported in Part I, and three-dimensional fracture surface formulations and verifications are reported in Part II. How the corrected true stress can be processed from the extrapolated true stress is first introduced. Numerical simulations using the corrected true stress were conducted for pure shear, shear-tension, and pure compression tests. The numerical results perfectly coincided with test results, except for the pure shear simulations, where volume locking appeared to prevent a load reduction. The average stress triaxialities, average normalized lode parameters, and equivalent plastic strain at fracture initiation were extracted from numerical simulations to formulate a new three-dimensional fracture strain surface. A series of extra tests with asymmetric notch specimens was performed to check the validity of the newly developed fracture strain surface. Then, a new user-subroutine was developed to calculate and transfer the two fracture parameters to commercial finite element code. Simulation results based on the user-subroutine were in good agreement with the test results.

현장시험에 의한 충격반향기법의 말뚝 건전도 검사 적용성 평가 (Verifications of the Impact-echo Technique for Integrity Evaluations of the Drilled Shaft Using Full Scale Tests)

  • 정경자;조성민;김홍종;정종홍
    • 한국지반공학회논문집
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    • 제21권5호
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    • pp.207-214
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    • 2005
  • 말뚝 두부에서 응력파를 발생시키고 반사신호를 감지하여 말뚝의 건전도를 평가하는 충격반향기법은 말뚝 내 결함 및 주변 지반과의 상호 강성비에 따라 신호 특성이 달라질 수 있다. 실내모형실험과 수치해석만으론는 실제 지반의 복잡한 지층조건을 고려하여 지반-말뚝 간치 상호작용을 모사하기가 어려우므로, 현장시험이 필수적이라 할 수 있다. 이 연구에서는 암반층에 근입되는 현장타설말뚝의 건전도 검사를 위한 말뚝 내 신호 특성 분석을 위하여 인위적인 결함을 가진 실규모 모형 말뚝을 현장 지반에 시공하고, 결함의 종류 및 말뚝과 주변 지반의 강성비에 따른 충격반향 기법의 신호 특성을 분석하였다.

Research of Body Pressure Distribution Change with the Use of BackJoy and Satisfaction of Human Sensibility

  • Kim, Kwangoh;Yoon, Jungmin;Ahn, Sungyong;Kim, Daseuran;Park, Peom
    • 대한인간공학회지
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    • 제33권1호
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    • pp.59-68
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    • 2014
  • Objective: The aim of this study is to investigate the effect of BackJoy on how it effectively reduces the physical load generated in a posture in which the user sits, increases user's comfort and satisfaction, and maintains the correct posture. Background: Because of development of science and economic development, most office workers and students spend about 75% of their working time in chairs. However most of them have a poor posture. Method: This experiment conducted measurement using a pressure mat and surveyed to evaluate fatigue level, satisfaction and comfort of sit. The study is experimented 20 male and 14 female participants. The participants carried out four different types of tasks and each task took 20 minutes long. Results: In the case of experiment results before and after the use of BackJoy, average pressure, contact area and pressure per unit area appear to prove that using BackJoy is more effective. Conclusion: Through this study, the BackJoy's effects for the maintenance of good posture and loads that occur in the body are reduced. In the future study, there are some researches needed for various verifications using an EMG sensor that shows loads of vertebrae and we need to analyze each group of the participants by dividing them. Application: The evaluation method used in this study can be applied to evaluating ergonomic chairs.

단면의 차원축소/복원해석과 에너지 해방률 계산을 위한 복합재 블레이드 해석 라이브러리 개발에 대한 연구 (A Study on Composite Blade Analysis Library Development through Dimension Reduction/Recovery and Calculating Energy Release Rate)

  • 장준환;안상호
    • Composites Research
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    • 제29권1호
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    • pp.16-23
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    • 2016
  • 본 논문에서는 블레이드 해석 라이브러리를 통해 단면해석 및 응력복원 해석 결과를 VABS와 3차원 유한요소해석모델의 결과와 비교하였다. 그리고 유한요소모델과 차원축소 모델을 가상균열 닫힘법을 이용하여 에너지 해방률을 계산하였다. 블레이드 해석 라이브러리의 구성, 입력 및 출력 형태, 차원 축소와 복원 과정을 살펴보고 이를 이용한 활용 분야를 기술하였다. 블레이드 해석 라이브러리는 박 벽 단면의 강성 행렬 비교, 3차원 유한요소 모델과 차원 축소 모델의 응력비교 그리고 에너지 해방률 계산 수치 비교연구를 통하여 검증하였다. 차원 축소와 복원해석을 통하여 블레이드 해석 라이브러리는 복합재료 블레이드의 전후처리 프로그램와 연계되어 고고도 무인기, 로터 블레이드, 풍력 블레이드 및 틸트로터 블레이드의 모델링에 활용될 수 있을 것이다.

Performance-based structural fire design of steel frames using conventional computer software

  • Chan, Y.K.;Iu, C.K.;Chan, S.L.;Albermani, F.G.
    • Steel and Composite Structures
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    • 제10권3호
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    • pp.207-222
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    • 2010
  • Fire incident in buildings is common, so the fire safety design of the framed structure is imperative, especially for the unprotected or partly protected bare steel frames. However, software for structural fire analysis is not widely available. As a result, the performance-based structural fire design is urged on the basis of using user-friendly and conventional nonlinear computer analysis programs so that engineers do not need to acquire new structural analysis software for structural fire analysis and design. The tool is desired to have the capacity of simulating the different fire scenarios and associated detrimental effects efficiently, which includes second-order P-D and P-d effects and material yielding. Also the nonlinear behaviour of large-scale structure becomes complicated when under fire, and thus its simulation relies on an efficient and effective numerical analysis to cope with intricate nonlinear effects due to fire. To this end, the present fire study utilizes a second-order elastic/plastic analysis software NIDA to predict structural behaviour of bare steel framed structures at elevated temperatures. This fire study considers thermal expansion and material degradation due to heating. Degradation of material strength with increasing temperature is included by a set of temperature-stress-strain curves according to BS5950 Part 8 mainly, which implicitly allows for creep deformation. This finite element stiffness formulation of beam-column elements is derived from the fifth-order PEP element which facilitates the computer modeling by one member per element. The Newton-Raphson method is used in the nonlinear solution procedure in order to trace the nonlinear equilibrium path at specified elevated temperatures. Several numerical and experimental verifications of framed structures are presented and compared against solutions in literature. The proposed method permits engineers to adopt the performance-based structural fire analysis and design using typical second-order nonlinear structural analysis software.

반전력빔폭을 이용한 전방향성 안테나의 수중 환경 수직 평면 감쇠 모델 (Underwater E-plane Attenuation Model of Omnidirectional Antenna Using Half Power Beam Width (HPBW))

  • 곽경민;박대길;김영현;정완균;김진현
    • 제어로봇시스템학회논문지
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    • 제21권11호
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    • pp.1050-1056
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    • 2015
  • In this paper, we use the characteristics of electromagnetic waves underwater attenuation for estimating linear distance between a transmitting node and receiving node, and research underwater vertical plane attenuation model for constructing the underwater localization system. The underwater localization of 2 dimensional with the plane attenuation model in the horizontal plane (H-plane) was proposed previous research. But for the 3 dimensional underwater localization, the additional vertical plane (E-plane) model should be considered. Because the horizontal plane of omnidirectional antenna has the same attenuation tendency in x-y plane according to the distance, whereas in vertical plane shows an irregular pattern in x-z plane. For that reason, in the vertical plane environment, the attenuation should be changed by the position and inclination. Hence, in this paper the distance and angle between transmitting and receiving node are defined using spherical coordinate system and derive an antenna gain pattern using half power beam width (HPBW). The HPBW is called a term which defines antenna's performance between isotropic and other antennas. This paper derives omnidirectional antenna's maximum gain and attenuation pattern model and define vertical plane's gain pattern model using HPBW. Finally, experimental verifications for the proposed underwater vertical plane's attenuation model was executed.

아동의 부정적 정서표현에 대한 어머니 반응 척도 개발과 타당화 (The Development and Validity of a Scale for Measuring Mother's Reaction to Children's Negative Emotions)

  • 오지현
    • 아동학회지
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    • 제34권6호
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    • pp.97-122
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    • 2013
  • The aim of this study was to develop and validate measures of a mother's reaction to children's negative emotions. After construct factors of a mother's reaction to children's negative emotions based on the theoretical basis and existing scales were explored, the first preliminary items were extracted. After the content validity was confirmed by expert opinions, the second preliminary items were composed, and the initial survey was carried out. Using exploratory factor analysis, three principal factors and 21 items were revealed to be most suitable. The factors of the scale consist of emotion-coaching-reactions, oversensitive reactions, and emotion-minimizing-reactions, respectively. In addition, the reliability analysis and validation analysis of the scale was conducted, by means of surveying 413 elementary students. The internal coherence reliability and test-retest reliability were verified as was the general internal coherence and timing stability of the scale. There were three additional verifications to validate the scale. (1)For the evidence based on internal structure, the confirmatory factor analysis and convergent-discriminant evidence; this resulted in confirming the factor structure of the scale as being reliable. (2)In order to understand the relationships to other variables, the correlation analysis came in effect to the overall scale and each of its sub-factors, showing that they are significantly correlated with the scale of the child's perception on rearing attitudes of the mother. (3)As for evidence based on the consequences of the test, the correlation analysis produced a result showed that sub-factors of the scale have as significant correlation with the child's emotional intelligence and resilience.

진동시험을 이용한 원자력발전소 캐비닛 구조의 지진응답예측기법 (Seismic Response Prediction Method of Cabinet Structures in a Nuclear Power Plant Using Vibration Tests)

  • 구기영;취진타오;조성국;김두기
    • 한국지진공학회논문집
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    • 제12권5호
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    • pp.57-63
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    • 2008
  • 본 연구는 원자력발전소에 설치되는 캐비닛형 전기기기의 동적 진동시험 자료를 이용하여 캐비닛의 지진응답을 예측할 수 있는 기법을 제안하였다. 제안된 기법은 1) 절점질량 이상화 모델에 기반한 등가 지진하중 산정, 2) 진동시험자료에 기반한 캐비닛 구조의 입출력 상태방정식 규명, 3) 산정된 등가지진하중과 규명된 입출력 상태방정식을 사용한 지진응답산정의 과정으로 구성된다. 제안된 기법은 유한요소기법(FEM) 모델 개선(Model Updating)에 기반한 지진응답예측기법에 비하여 모델링 오차가 개입 되지 않는 장점을 가진다. 캐비넷 구조를 이상화한 2차원 프레임 모델과 3차원 상세 모델에 대한 수치검증을 통하여 제안된 기법이 지진응답을 매우 정확하게 예측을 함을 관찰하였고, 측정 노이즈에 대해서도 강인함을 관찰하였다. 추후연구로 실험검증이 요구된다.