• Title/Summary/Keyword: 극한 해석

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Dynamic Stability Analysis of A Vehicle in Limit Driving for Crash Avoidance (충돌회피를 위한 극한 운전시 자동차의 동적안정성 해석)

  • Kim, S.P.;Baek, W.K.
    • Journal of Power System Engineering
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    • v.1 no.1
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    • pp.106-123
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    • 1997
  • In this study, vehicle directional stability is investigated for limit driving for crash avoidance maneuver using a full vehicle dynamic model. The model was analytically validated using typical step steering and lane change simulation. Limit driving condition for the vehicle model was quoted from research results of references. It was demonstrated that instable vehicle motion was caused by not only road conditions but also driving conditions. Also, the simulation showed that braking combined with steering caused very hazardous situation in crash avoidance maneuver. Finally, phase plane plot approach was used to evaluate the dynamic instability.

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Prediction of Radial Direction Strain in Drawn Wire (인발 선재의 반경 방향 변형률 분포 예측)

  • Lee, Sang-Kon;Hwang, Sun-Kwang;Cho, Yong-Jae
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.18 no.9
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    • pp.100-105
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    • 2019
  • In wire drawing, aterial deformation is concentrated on the surface of the drawn wire because of surface contact with the drawing die. Therefore, strain varies from the center to the surface of the drawn wire. In this study, based on the upper bound method, an effective strain prediction method from the center to the surface of a drawn wire was proposed. Using the proposed method, the effective strain of the drawn wire was calculated verify the proposed prediction method, the predicted effective strain was compared with the result of finite element analysis.

Evaluation of Rotation Capacity of Steel Moment Connections ConsideringInelastic Local Buckling - Parametric Studies (비탄성 국부좌굴을 고려한 철골 모멘트 접합부의 회전능력에 대한 변수 연구)

  • Lee, Kyung Koo
    • Journal of Korean Society of Steel Construction
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    • v.20 no.5
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    • pp.625-632
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    • 2008
  • In the companion paper (Model Development), an analytical model estimating the available rotation capacity of fully restrained beam-column connections in special steel moment-resisting frames was proposed. In this paper, two limit states were considered as the connection rotation capacity criteria: (i) strength degradation failure when the strength falls below the nominal plastic strength due to the local buckling of the beam's cross-section and (ii) low-cycle fatigue fracture caused by plastic strain accumulation at the buckled flange after only a few cycles of high-amplitude deformation. A series of analyses are conducted using the proposed model with two limit states under monotonic and cyclic loadings. Beam section geometric parameters, such as flange and web slenderness ratios, varied over the practical ranges of H-shapedbeams to observe their effect on the rotation capacity and low-cycle fatigue life of pre-qualified WUF-W connections.

A Study on the Estimation of Ultimate Bearing Capacity of Granular Group Piles Reinforced with Steelpipe Skirts (강관스커트 보강 조립토 군말뚝의 극한지지력 평가에 관한 연구)

  • 김홍택;황정순;강인규;고용일
    • Journal of the Korean Geotechnical Society
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    • v.15 no.1
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    • pp.79-98
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    • 1999
  • In the present study, a simple finite element method of analysis to predict non-uniform settlements at the interface between the mat foundation and foundation soils is proposed. Based on the proposed finite element method of analysis, the method to evaluate load sharing ratios of the foundation soils adjacent to the granular group piles is also presented. Further proposed is a procedure to estimate ultimate bearing capacity of the skirted granular group piles in a square pattern. To verify validity of the proposed methods and the estimated ultimate bearing capacity of the skirted group piles, comparisons are made with the results analyzed by using the PENTAGON3D FEM program. Finally, behavior characteristics with different reinforcement patterns of the skirts and the effect of an increase of ultimate bearing capacity due to the skirts are analyzed in connection with the design parameters.

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Zero-Voltage-Switching High Frequency Inverter for Electrodeless Fluorescent Lamp (무전극 램프 구동용 영전압 스위칭 고주파 인버터에 관한 연구)

  • Park, Dong-Hyun;Kim, Hee-Jun;Joe, Kee-Yun;Kye, Mun-Ho
    • Journal of the Korean Institute of Telematics and Electronics S
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    • v.35S no.8
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    • pp.113-119
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    • 1998
  • Driving the electrodeless fluorescent lamp, the high ac voltage with high frequency is required. The linear power amplifier has been widely used as a driving circuit of electrodeless fluorescent lamp. However, the low efficiency of the power amplifier causes the driving circuit to be replaced by a PWM switching inverter. In order to use a PWM switching inverter as the driving circuit to be replaced by a PWM switching inverter. In order to use a PWM switching inverter as the driving circuit of an electrodeless fluorescent lamp, the high switching frequency is required. But due to the switching loss at switches of the inverter, the limitation of high switching frequency appears in the inverter. One solution to this limitation is to reduce the switching loss by using the zero voltage switching technique. In this paper, zero voltage switching resonant inverter for driving an electrodeless fluorescent lamp is discussed. The results of analysis about the inverter are presented and the equations for design are established. And the validity of the analyzed results are verified through the experiment.

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A Study on the CFD Analysis and Estimation of the Energy Efficiency of Cryogenic Chamber for Extreme Climate Test (극한 환경 시험을 위한 극저온 챔버의 CFD 해석 및 에너지 효율 평가에 관한 연구)

  • Kang, Yul-Ho;Kim, Min-Kyu;Park, Warn-Gyu
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.28 no.2
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    • pp.81-88
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    • 2016
  • There are many types of national and international standards for low temperature tests depending on the products. This study conducted CFD analysis and estimation of the energy efficiency of the chamber both with and without a test object by considering variations of COP and specific volume according to temperature. The supply air was located in the upper area to compare the cooling performance for each location using various outlets in mixed ventilated conditions. For cases without the test object, the air temperature of the upper supply and center extract on the opposite side type chamber cooled faster than other areas by 4.3~29.8%. However, for cases with the test object, the object temperature of the upper supply and lower extract type chamber cooled faster than the other areas by 7.2~31.5%. The cooling efficiency of the air inside the chamber and the test object did not show the same pattern, which indicates the need to consider the cooling performance by not only the air but also the test object in the cryogenic chamber design for testing.

Flood Inundation Analysis of Cheongye-stream by The Historical Records (역사기록을 이용한 청계천의 홍수범람해석)

  • Yun, Gyeong-Ho;Kim, Hyeon-Jun;Jang, Cheol-Hee
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.1808-1812
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    • 2010
  • 과거에 발생한 극한홍수에 대해 역사기록 혹은 고고학적 발견을 통해 경향성을 연구하는 것은 세계적으로 많은 관심을 가지고 수행되고 있다. 특히, 기후변화와 관련하여 시추 자료 분석에 의한 연구는 과거에도 극한홍수가 발생하였음을 보여주고 있으며, 일기와 같은 개인적인 기록물에도 이런 재해에 관한 기록이 남아 있다. 우리나라의 역사기록은 측우기의 앞선 발명과 맞물려 세계적으로 찾아보기 어려운 매우 상세한 내용을 담고 있다. 삼국사기를 비롯하여 고려사에는 그 시대에 발생하였던 주요 홍수에 대해서는 정성적인 기술이 되어 있으며, 특히 조선왕조실록에는 조선왕조가 개국된 이래로 500년간 발생한 홍수와 피해지역 및 피해규모를 자세히 기록하고 있다. 본 연구의 선행연구에서는 과거 청계천에서 관측된 측우기 기록을 이용하여 홍수수문분석을 수행한 후 과거 청계천의 극한홍수량을 산정하였다. 본 연구에서는 이러한 홍수량 산정결과를 토대로 HEC-RAS를 이용하여 과거 청계천에 대하여 각 홍수사상별 홍수위를 산정하였다. 이렇게 산정된 홍수위를 과거 역사기록상의 피해기록과 비교 분석하기 위하여 수치고도모형(DEM)의 이용으로 공간적 피해규모를 평가하고자 하였다. 모형의 입력 자료로는 하도구간 및 하천단면, 조도계수, 하상경사, 상 하류단 경계조건 등이 필요하다. 이를 위해서 과거 청계천에 대한 하천 단면자료 및 조도계수 등이 필요하나 대상지점의 과거 실측자료가 없는 바 청계천 개수계획평면종단도(1936년, 경성부), 준천사실(1760년), 동국여지비고(1870년), 조선지형도집성(1921년), 경성지적도(1912년), 청계천 유물 발굴조사보고서(2006년) 등의 고문헌을 통하여 청계천 본류 구간에 대하여 단면 입력자료를 구성하였다. 또한 실제 청계천의 주변부 피해양상을 확인하기 위하여 청계천의 지류구간에 대해서도 금천교 발굴조사보고서(2003년), 영천교 발굴조사보고서(2003년) 등의 자료와 함께 근대까지의 기록물들을 활용하여 단면 입력자료를 추정하였다.

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Stability Analysis of Levee by Infiltration Analysis for Watershed (도시하천 유역의 침투해석을 통한 제방의 안정성 평가)

  • Lee, Hoo Sang;Lee, Jea Joon;Heo, Jun Heang
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.231-231
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    • 2016
  • 산업혁명 이후 인간사회의 산업화 및 도시화의 가속으로 지구온난화는 기후변화를 야기해 왔으며, 이로 인한 각종 부정적인 영향과 심각성은 날로 커져가고 있는 현실이다. IPCC(Intergoverment Panel on Climate Change)는 기후변화의 주범인 온실가스를 감축할 지라도 기후의 탄성 때문에 앞으로 수세기 이상 계속 진행될 것으로 전망하였으며, 기후변화 영향의 근원적 방지는 불가능하기 때문에 결국 수자원 관리 측면에서도 기후변화에 적응하기 위한 각종 적응전략 개발의 필요성을 강조하였다(IPCC, 2007). 또한, 극한강수의 발현비율이 도시 및 비도시 지역의 구분 없이 과거 30년에 비해 크게 증가하고 있으며 이러한 추세는 수공구조물의 치수안전도 저하에 큰 영향을 준다. 우리나라는 그동안 하천, 유역 홍수저감 시설물과 댐 등 대형 수공구조물에 대한 안전성 평가를 주기적으로 수행해 왔으나 단순히 모니터링을 통하여 현재의 안전기준의 부합 여부만을 판단하는 수준에 그치고 있다. 장래 증가하는 홍수피해에 대처하기 위해서는 다양한 극한강우 및 극한홍수시나리오를 기반으로 시설물 설계기준별 홍수 위험도와 취약성을 평가하고, 극한홍수 방어기준을 재설정하여 현재 설계기준을 제고할 필요가 있으며, 시설물별 안전도 평가와 위험도 저감계획 및 경제성 평가를 종합적으로 고려한 실행프레임워크 개발이 시급한 실정이다. 따라서 본 연구에서는 SEEP/W 모형을 이용하여 일반적인 하천 제방을 바탕으로 침투해석을 실시하여 그 결과를 이용하여 안정성 평가에 대하여 검토하였다. 또한 기후변화에 따른 도시하천의 수문특성 변화분석 결과를 바탕으로 향후 발생할 수 있는 극치 수문사상의 값을 반영한 설계기준 강화 수방시설 계획 등의 연구에 활용하며, 여러 가지 수문학적 불확실성에 의하여 가변 가능한 도시하천 유역의 취약성 평가 및 위험도 분석을 통한 기후변화 대응과 수공구조물 설계 및 수방전략 수립에 활용하고자 한다.

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Buckling Behaviors of Single-Layered Lattice Dome under Radial Uniform Loads (등분포 중심축 하중을 받는 단층래티스돔의 좌굴거동)

  • Kim, Choong-Man;Yu, Eun-Jong;Rha, Chang-Soon
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.1
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    • pp.53-61
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    • 2015
  • This paper presented the nonlinear behaviors of the single-layered lattice dome, which is widely used for the long-span structure system. The behaviors were analysed through the classical shell buckling theory as the single-layered lattice dome behaves like continum thin shell due to its geometric characteristics, and finite element analysis method using the software program Nastran. Shell buckling theory provides two types of buckling loads, the global- and member buckling, and finite element analysis provides the ultimate load of geometric nonlinear analysis as well as the buckling load of Eigen value solution. Two types of models for the lattice dome were analysed, that is rigid- and pin-jointed structure. Buckling load using the shell buckling theory for each type of lattice dome, governed by the minimum value of global buckling or member buckling load, resulted better estimation than the buckling load with Eigen value analysis. And it is useful to predict the buckling pattern, that is global buckling or member buckling.

Development of the Simplified Analysis Model for RC Structures Considering Plastic Behavior (소성거동을 고려한 RC 구조물의 간략화 해석모델에 관한 연구)

  • 정연주;유영찬
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.13 no.3
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    • pp.361-371
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    • 2000
  • RC structure is the composite material system combined concrete and steel showing different plastic behavior. Especially, concrete shows very complex plastic behavior. Therefore, for plastic analysis of RC structures, we have to model carefully each plastic behavior of concrete and steel member. But, because of divergency as well as difficulties and dimensions of modelling, it takes a lot of time and labor or sometimes it is impossible to perform plastic analysis of RC structures. In this study, for simplified plastic analysis of RC structures, we propose material transformation method by homogeneous and isotropic material which have the same plastic property as RC. We generate homogeneous and isotropic material showing the same moment-curvature curves (bi-linear stress-strain relation) as RC members, using bi-linear moment-curvature relation by yielding moment, yielding curvature and ultimate moment, ultimate curvature of RC member. Finally, we prove compatibility in the study by comparing plastic analysis results for various analysis models using transformed material models and RC model.

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