• Title/Summary/Keyword: 관통해석

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The Study of analysis and test for crash survival about the Crash Protected Module in Black Box used at aircraft (항공기용 블랙박스의 자료보호모듈 극한환경해석 및 시험에 관한 연구)

  • Lee, Sock-Kyu;Lee, Byoung-Ho;Choi, Ji-Ho
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.40 no.1
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    • pp.61-68
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    • 2012
  • The purpose of Crash Protected Module in Black Box used at aircraft is to protect a stored information(Flight data & Cockpit Voice) safely even after extreme environment like a plane crash. This study shows the structure & thermal analyses and the comparisons of predictions and results of tests about CPM for Crash Survival through extreme environment such as Penetration Resistance, High Temperature Fire, Low Temperature Fire. Specially, the Effect of housing thickness change was studied through the Penetration Resistance analysis using LS-DYNA, and the influence of volume ratio change between phase change material and thermal insulation material was studied through the High Temperature & Low Temperature analysis using Icepak. Also, structural and thermal reliability of CPM was validated through the tests.

Numerical Analysis Study for Behavioral Characteristics Analysis of Jeju Natural Caves (Jaeamcheon Lava Tube) That Intersect with Roads (도로와 교차하는 제주천연동굴(재암천굴)의 거동특성 분석을 위한 수치해석적 연구)

  • Lee, Jong-Hyun;Jin, Hyun-Sik;An, Joon-Sang;Baek, Yong
    • The Journal of Engineering Geology
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    • v.31 no.3
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    • pp.367-380
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    • 2021
  • This study evaluated the stability through a three-dimensional numerical analysis method when a natural cave exists under a road in operation in Jeju Island. In order to confirm the geometric and geotechnical characteristics of the Jeju natural cave passing under the road, existing geotechnical survey reports were collected, and were studied the characteristics. In order to evaluate the effect of vehicle vibration loading on the natural cave in Jeju, three-dimensional numerical analysis was performed considering discontinuities. Through this, the stability of roads and caves with respect to vehicle speed and the depth of cover (distance from the road to the top of the natural cave) was evaluated and countermeasures were suggested. In order to secure the long-term stability of the Jeju natural cave that penetrates the lower part of the road, it was evaluated that systematic management such as long-term measurement management, reinforcement measures, and emergency measures would be necessary depending on the depth of the cover.

Seismic Performance of Gravity-Load Designed Post-Tensioned Flat Plate Frames (중력하중으로 설계된 포스트텐션 플랫플레이트 골조의 내진성능)

  • Han, Sang-Whan;Park, Young-Mi;Rew, Youn-Ho
    • Journal of the Earthquake Engineering Society of Korea
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    • v.14 no.3
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    • pp.31-38
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    • 2010
  • The purpose of this study is to evaluate the seismic performance of gravity-designed post tensioned (PT) flat plate frames with and without slab bottom reinforcement passing through the column. In low and moderate seismic regions, buildings are often designed considering only gravity loads. This study focuses on the seismic performance of gravity load designed PT flat plate frames. For this purpose, 3-, 6- and 9-story PT flat plate frames are designed considering only gravity loads. For reinforced concrete flat plate frames, continuous slab bottom reinforcement (integrity reinforcement) passing through the column should be placed to prevent progressive collapse; however, for the PT flat plate frames, the slab bottom reinforcement is often omitted since the requirement for the slab bottom reinforcement for PT flat plates is not clearly specified in ACI 318-08. This study evaluates the seismic performance of the model frames, which was evaluated by conducting nonlinear time history analyses. For conducting nonlinear time history analyses, six sets of ground motions are used as input ground motions, which represent two different hazard levels (return periods of 475 and 2475 years) and three different locations (Boston, Seattle, and L.A.). This study shows that gravity designed PT flat plate frames have some seismic resistance. In addition, the seismic performance of PT flat plate frames is significantly improved by the placement of slab bottom reinforcement passing through the column.

Numerical Design of Shielded Encircling Probe for RFEC Testing of Nuclear Fuel Cladding Tube (핵연료 피복재 튜브의 원격장와전류 탐상을 위한 차폐된 관통형 탐촉자의 수치해석적 설계)

  • Shin, Young-Kil;Shin, Sang-Ho
    • Journal of the Korean Society for Nondestructive Testing
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    • v.21 no.6
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    • pp.650-657
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    • 2001
  • This paper explains the process of designing a shielded encircling remote field eddy current (RFEC) probe to inspect nuclear fuel cladding tubes and investigates resulting signal characteristics. To force electromagnetic energy from exciter coil to penetrate into the tube, exciter coil is shielded outside by laminations of iron insulated electrically from each other. Effects of shielding and the proper operating frequency are studied by the finite element analysis and the location for sensor coil is decided. However, numerically simulated signals using the designed probe do not clearly show the defect indication when the sensor passes a defect and the other indication appeared as the exciter passes the defect is affected by the shape of shielding structure, which demonstrates that the sensor is directly affected by exciter fields. For this reason, the sensor is also shielded outside and this shielding dramatically improves signal characteristics. Numerical modeling with the finally designed probe shows very similar signal characteristics to those of inner diameter RFEC probe. That is, phase signals show almost equal sensitivity to inner diameter and outer diameter defects and the linear relationship between phase signal strength and defect depth is observed.

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Sensitivity Analysis of Nozzle Geometry Variables for Estimating Residual Stress in RPV CRDM Penetration Nozzle (원자로 상부헤드 관통노즐의 잔류응력 예측을 위한 노즐 형상 변수 민감도 연구)

  • Bae, Hong Yeol;Oh, Chang Young;Kim, Yun Jae;Kim, Kwon Hee;Chae, Soo Won;Kim, Ju Hee
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.3
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    • pp.387-395
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    • 2013
  • Recently, several circumferential cracks were found in the control rod drive mechanism (CRDM) nozzles of U.S. nuclear power plants. According to the accident analyses, coolant leaks were caused by primary water stress corrosion cracking (PWSCC). The tensile residual stresses caused by welding, corrosion sensitive materials, and boric acid solution cause PWSCC. Therefore, an exact estimation of the residual stress is important for reliable operation. In this study, finite element simulations were conducted to investigate the effects of the tube geometry (thickness and radius) on the residual stresses in a J-groove weld for different CRDM tube locations. Two different tube locations were considered (center-hole and steepest side hill tube), and the tube radius and thickness variables ($r_o/t$=2, 3, 4) included two different reference values ($r_o$=51.6, t=16.9mm).

Numerical Analysis of Steel-strengthened Concrete Panels Exposed to Effects of Blast Wave and Fragment Impact Load Using Multi-solver Coupling (폭풍파 및 파편 충돌에 대한 강판보강 콘크리트 패널의 복합적 수치해석)

  • Yun, Sung-Hwan;Park, Taehyo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.1A
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    • pp.25-33
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    • 2011
  • The impact damage behavior of steel-strengthened concrete panels exposed to explosive loading is investigated. Since real explosion experiments require the vast costs to facilities as well as the blast and impact damage mechanisms are too complicated, numerical analysis has lately become a subject of special attention. However, for engineering problems involving blast wave and fragment impact, there is no single numerical method that is appropriate to the various problems. In order to evaluate the retrofit performance of a steel-strengthened concrete panel subject to blast wave and fragment impact loading, an explicit analysis program, AUTODYN is used in this work. The multi-solver coupling methods such as Euler-Lagrange and SPH-Lagrange coupling method in order to improve efficiency and accuracy of numerical analysis is implemented. The simplified and idealized two dimensional and axisymmetric models are used in order to obtain a reasonable computation running time. As a result of the analysis, concrete panels subject to either blast wave or fragment impact loading without the steel plate are shown the scabbing and perforation. The perforation can be prevented by concrete panels reinforced with steel plate. The numerical results show good agreement with the results of the experiments.

The Study of Zhuzi's Gewuzhizhi Theory (『대학(大學)』해석(解釋)을 통해 본 주자(朱子)의 격물치지론(格物致知論))

  • Seo, Geun Sik
    • (The)Study of the Eastern Classic
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    • no.33
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    • pp.359-384
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    • 2008
  • Making Daxue("大學") which was originally the 43rd chapter of Liji("禮記") independent, Zhuzi(朱子) had reedited it into Daxuezhangju("大學章句") and in this process, he had added 134 letters thereto. Those 134 letters that added were concerned with gewuzhizhi(格物致知) and Zhuzi(朱子)'s such interpretation had made a great deal of contribution to the later interpretations of Daxue("大學") conducted by those scholars who followed him in a later age. Zhuzi(朱子) had interpreted gewu(格物) as to make a exhaustive study on principles of things or noumena that exist between heaven and earth. If gewu(格物) taking it for granted, denotes thorough investigation of the principles of things, it is considered that qiongli(窮理) is a more appropriate expression. Meanwhile, however, Zhuzi(朱子) argues that the reason for dubbing it gewu(格物), not calling it qiongli(窮理), is to see a thing as it is in itself. This is to emphasize that investigation of things and extension of knowledge gewuzhizhi(格物致知) is shixue(實學), not a xuxue(虛學). Zhizhi(致知) is a step through which my knowledge is being culminating in the most comprehensive and profound fashion. Specifically, Zhizhi(致知) is the phase to seek zhenzhi(眞知) having put together all knowledge gained through gewu(格物). In this true understanding, there is no room for one's own free will to intervene; zhenzhi(眞知) becomes the same as universal knowledge. The things accumulated in quantity through gewuzhizhi(格物致知) are to be changed by means of huoranguantong(豁然貫通). If we put gewuzhizhi(格物致知) as the quests of basic and general subjects, meanwhile, huoranguantong(豁然貫通) corresponds to more profound and sophisticated learning. Huoranguantong(豁然貫通) is a phase in which my principle and the universal principle become unified, and so, this is the phase where the standards in my mind will attain universality. That is to say, this means that the standards in my mind and the universal standards grow into one. Then, what is the ultimate purpose of gewuzhizhi(格物致知)? The ultimate purpose of gewuzhizhi(格物致知) is to reach zhishan(至善). If gewuzhizhi(格物致知) seeks zhishan(至善), those universal standards in my mind that attained through huoranguantong(豁然貫通) shall also be the criteria of that zhishan(至善). Viewing it from this perspective, it can be said that Zhuzi(朱子)'s gewuzhizhi(格物致知) contains both epistemological and logical aspect.

Effect of Normal Operating Condition Analysis Method for Weld Residual Stress of CRDM Nozzle in Reactor Pressure Vessel (원전 정상가동조건 적용 방식이 원자로 압력용기 상부헤드 관통 노즐의 용접 잔류응력에 미치는 영향)

  • Nam, Hyun Suk;Bae, Hong Yeol;Oh, Chang Young;Kim, Ji Soo;Kim, Yun Jae
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.9
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    • pp.1159-1168
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    • 2013
  • In pressurized water nuclear reactors (PWRs), the reactor pressure vessel (RPV) upper head contains penetration nozzles that use a control rod drive mechanism (CRDM). The penetration nozzle uses J-groove weld geometry. Recently, the occurrence of cracking in alloy 600 CRDM penetration nozzle has increased. This is attributable to primary water stress corrosion cracking (PWSCC). PWSCC is known to be susceptible to the welding residual stress and operational stress. Generally, the tensile residual stress is the main factor contributing to crack growth. Therefore, this study investigates the effect on weld residual stress through different analysis methods for normal operating conditions using finite element analysis. In addition, this study also considers the effect of repeated normal operating condition cycles on the weld residual stress. Based on the analysis result, this paper presents a normal operating condition analysis method.

Crack Growth Life Prediction of Hollow Shaft with Circumferential Through Type Crack by Torsion (원주방향 관통형 균열을 가지는 중공축의 비틀림에 의한 균열성장수명 예측)

  • Yeonhi Kim;Jungsun Park
    • Journal of Aerospace System Engineering
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    • v.17 no.2
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    • pp.1-8
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    • 2023
  • Power transmission shafts in rotary wing aircraft use a hollow shaft to reduce weight. We can apply linear elastic fracture mechanics to predict crack propagation behavior. This paper predicted crack growth life of a hollow shaft with a circumferential through-type crack by finite element analysis. A 2D finite element model was created by applying a torsion and forming elements considering cracks. We defined the initial crack length and performed the finite element analysis by increasing the crack length to derive stress intensity factor at crack tips. We defined the length just prior to the stress intensity factor exceeding the fracture toughness as the crack limit length. We calculated the crack limit length using a handbook and numerically integrated the crack growth rate equation to derive growth life of each crack. The growth life of each crack was compared to verify the proposed finite element analysis method.

Ballistic Analysis and Stacking Sequence of Laminate Plate for Enhancing Bulletproof Performance (방탄 성능 향상을 위한 적층 평판의 피탄 해석 및 적층 배열 연구)

  • Ki Hyun Kim;Min Kyu Kim;Min Je Kim;Myung Shin
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.36 no.5
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    • pp.331-338
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    • 2023
  • Modern bulletproof armor must be light and have excellent penetration resistance to ensure the mobility and safety of soldiers and military vehicles. The ballistic performance of heterogeneous structures of laminated flat plates as bulletproof armor depends on the arrangement of constituent materials for the same weight. In this study, we analyze bulletproof performance according to the stacking sequence of laminated bulletproof armor composed of Kevlar, ultra-high molecular weight polyethylene, and ethylene-vinyl-acetate foam. A ballistic analysis was performed by colliding a 7.62 × 51 mm NATO cartridge's M80 bullet at a speed of 856 m/s with six lamination arrangements with constituent materials thicknesses of 5 mm and 6.5 mm. To evaluate the bulletproof performance, the residual speed and residual energy of the projectile that penetrated the heterogeneous laminated flat plates were measured. Simulation results confirmed that the laminated structure with a stacking sequence of Kevlar, ultra-high molecular weight polyethylene, and ethylene-vinyl-acetate foam had the best bulletproof performance for the same weight.