• 제목/요약/키워드: Hinge safety

검색결과 70건 처리시간 0.02초

대중교통 연계를 고려한 도심형 접이식 자전거 개발 (Development of an Urban Folding Bike for Public Transportation)

  • 정태성
    • 소성∙가공
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    • 제22권1호
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    • pp.42-47
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    • 2013
  • The bicycle is one of the most important eco-friendly transport methods which can mitigate global warming. The portability of a bike on public transportation systems is essential for the wide spread use of bicycles by people in urban environments. In this study, a lightweight urban folding bike was developed with careful consideration of the association with public transport. A folding frame using a moving slide link mechanism made from AL6061 is proposed. Numerical analysis was conducted to evaluate structural safety of the bike in both vertical and pedal loading tests. The proposed urban folding bicycle weights only 10kg and summation of its width, length, and height in the folded configuration is under 158cm.

Design and testing of a minimally invasive intervertebral cage for spinal fusion surgery

  • Anderson, Walter;Chapman, Cory;Karbaschi, Zohreh;Elahinia, Mohammad;Goel, Vijay
    • Smart Structures and Systems
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    • 제11권3호
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    • pp.283-297
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    • 2013
  • An innovative cage for spinal fusion surgery is presented within this work. The cage utilizes shape memory alloy for its hinge actuation. Because of the use of SMA, a smaller incision is needed which makes the cage deployment minimally invasive. In the development of the cage, a model for predicting the torsional behavior of SMAs was developed and verified experimentally. The prototype design of the cage was developed and manufactured. The prototype was subjected to static tests per ASTM specifications. The cage survived all of the tests, alluding to its safety within the body.

The Development of a Non-Intrusive Test of Check Valve Using Acoustics and Magnetics

  • Sim, Cheul-Muu;Choi, Ha-Lim;Baik, Heung-Ki
    • The Journal of the Acoustical Society of Korea
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    • 제16권1E호
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    • pp.9-14
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    • 1997
  • Check valves used in industrial and Nuclear Power Plant safety systems are susceptible to failure modes generally associated with wear of internal parts. Specifically, hinge pins, disc studs, pistons, and other mechanical parts may degrade over time, and in some cases, may which might produce a disabling event leading to plant or process shutdown. The primary diagnostic technique in the past has been to disassemble the valves. This procedure is costly, time consuming, and in the nuclear industry, it can lead to radiation exposure in some situations. Additionally repair and reassembly of a valve does not ensure proper operation. Non-intrusive diagnostic technologies including acoustics and magnetics with a digital signal analysis allow to evaluate check valve performance without a disassembly and is able to help the user detect degraded valve conditions.

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고층건물 내진설계기법의 개선 (IMPROVED EARTHQUAKE RESISTANT DESIGN OF MULTISTORY BUILDING FRAMES)

  • Lee, Dong-Guen-;Lee, Seok-Youn-
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1991년도 봄 학술발표회 논문집
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    • pp.72-78
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    • 1991
  • An improved procedure for earthquake resistant design of multistory building structures is proposed in this study. The effect of gravity load on seismic response of structures is evaluated through nonlinear dynamic analyses of a single story example structure. The presence of gravity load tends to initiate plastic hinge formation in earlier stage of a strong earthquake. However, the effect of gravity load seems to disapper as ground motion is getting stronger. And one of shortcomings in current earthquake resistant codes is overestimation of gravity load effects when earthquake load is applied at the same time so that it may leads to less inelastic deformation or structural damage in upper stories, and inelastic deformation is increased in lower stories. Based on these observation, an improved procedure for earthquake resistant design is derived by reducing the factor for gravity load and inceasing that for seismic load. Structures designed by the proposed design procedure turned out to have increased safety and stability against strong earthquakes.

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선체 중앙 횡단면의 시스템 신뢰성해석 (System Reliability Analysis of Midship Sections)

  • 양영순;서용석
    • 대한조선학회논문집
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    • 제30권1호
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    • pp.115-124
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    • 1993
  • 본 연구에서는 구조물의 안전성을 평가하는 방법으로써 구조시스템 신뢰성 해석방법을 살펴보고 소성설계 관점에서 선체중앙단면의 안전성을 평가하고자 한다 이를 위해 소성붕괴모드는 가상하중법과 하중증분법을 이용한 탄소성 구조해석법으로 구하고, 확률론적으로 중요한 붕괴모드는 branch and bound 방법을 변형하여 소성붕괴모드를 형성하는 마지막 소성힌지단계에서 branching하는 방법을 적용하여 붕괴모드가 반복 생산되는 문제를 개선하였다. 이렇게 구한 붕괴모드를 이용하여 1,2차 bound방법으로 선체횡단면의 시스템 신뢰도 및 시스템 파괴확률을 구하고 본 연구에서 제시한 방법의 유효성을 붕괴하중 계수방법과 비교 검토하였다.

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알루미늄/GFRP 혼성튜브의 굽힘붕괴 특성 (The characteristics of bending collapse of aluminum/GFRP hybrid tube)

  • 송민철;이정주
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 추계학술발표대회 논문집
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    • pp.84-87
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    • 2000
  • Square tubes used for vehicle structure components have an important role on keeping its stiffness and preserving occupant safety in vehicle collision and rollover in which it experience axial collapse, bending collapse or both. Bending collapse, which absorbs kinetic energy of the impact and retains a survival space for the occupant, is a dominant failure mode in oblique collision and rollover. Thus, in this paper, the bending collapse characteristics such as the maximum bending moment and energy absorption capacity of the square tube replaced by light-weight material were evaluated and presented. The bending test of cantilever tubes which were fabricated with aluminum, GFRP and aluminum/ GFRP hybrid by co-curing process was performed. Then the maximum bending moment and the energy absorption capacity from the moment-angle curve were evaluated. Based on the test results, it was found that aluminum/ GFRP hybrid tube can show better specific energy absorption capacity compared to the pure aluminum or GFRP tube and can convert unstable collapse mode which may occur in pure GFRP tube to stable collapse mode like a aluminum tube in which plastic hinge is developed.

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부재 연결부 회전 강성의 불확실성을 고려한 가설 구조물의 신뢰성 해석 (Reliability Analysis of Temporary Structures Considering Uncertainty in Rotational Stiffness at Member Joints)

  • 류선호;옥승용
    • 한국안전학회지
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    • 제34권5호
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    • pp.87-94
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    • 2019
  • This study deals with the reliability analysis approach of the temporary structure that can consider the uncertainty in rotational stiffness at the joints of the members, for which the semi-rigid connections are modelled as rotational spring and its coefficient is treated as a random variable following uniform distribution. In addition, this study introduces a computational procedure of the effective length coefficient for more accurate buckling load according to connection conditions of the supporting members attached to the joint. From the results of this study, it can be seen that the failure probability of the joint-hinge model (Case 1) presented in the design standard is higher than that of the practical model (Case 5) considering the rotational stiffness at the joints. This implies that the design standard leads to a conservative design of the temporary structure. The results also confirmed that the failure probability of the vertical member, i.e., the most critical member, can be further reduced when the base connection is provided with a fixed end. The comparative results between FORM, SORM and MCS further demonstrated that FORM can have a high level of numerical efficiency while ensuring the accuracy of the solution, compared with SORM and MCS. Based on these results, the proposed approach can be used as an accurate and efficient reliability analysis method of the three dimensional temporary structure.

패치로딩을 받는 알루미늄 합금 플레이트 거더의 강도 예측에 대한 기초 연구 (Basic Research for Resistance Prediction of Aluminium Alloy Plate Girders Subjected to Patch Loading)

  • 오영철;배동균;고재용
    • 해양환경안전학회지
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    • 제20권2호
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    • pp.218-227
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    • 2014
  • 본 연구에서는 실험 모형을 이용한 탄소성 대변형 시리즈 해석을 수행하여 플레이트 거더의 파손모드와 최종하중을 예측하였다. 수치해석 모형의 붕괴모드는 재하 시 플랜지에서 소성 힌지가 형성되었으며 실험모형의 붕괴모드와 일치하였다. 또한, 웹에서 항복선이 형성되어 크리플링 붕괴모드가 발생하는 것을 관찰할 수 있었으며 각각의 실험모형과 수치모형 최종하중의 평균값 1.07, 표준편차 0.04, 변동계수 0.04로 선형성을 유지하였으며 전체 최종하중 결과도 대략 8 % 오차를 나타내었다. 이는 수치모형 결과가 실험 및 적용 기준에 매우 만족하고 양호한 결과를 도출하였다고 생각한다. 따라서 알루미늄합금 플레이트 거더의 최종하중 예측 시 실험 및 적용 기준과 함께 병행하여 적용을 한다면 이에 대한 합리적 안전수준을 유지한다면 더 효율적이고 경제적 알루미늄 합금 플레이트 거더의 파손모드 및 최종하중에 대해 예측할 수 있을 거라고 생각한다.

자동차용 도어 모듈의 측면 충돌특성에 관한 실험적 연구 (Experimental Study on Side Impact Characteristics for Automotives Door Module)

  • 전성진;김민호;이규현;이문용
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2009년도 추계학술대회 논문집
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    • pp.318-318
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    • 2009
  • The door stiffness is one of the important factors side impact. Generally, the researches have been conducted on the assembled door module. This study is to analysis the side impact characteristics for automotives door module. The impact characteristics have been determined by door module side impact test machine. To determine the initial, intermediate and peak crush resistances use the plot of load versus displacement and obtain the integral of the applied load with respect to the crush distances specified below for each door tested. The initial crush resistance is the average force required to deform the door through the initial 6 inches of crush. The intermediate crush resistance is the average force required to deform the door through the initial 12 inches of crush. The peak crush resistance will be directly obtained from the plot of load versus displacement since it is the largest force required to deform the door through the entire 18 inches crush distance. The data are used to determine if a specific vehicle or item of automotives equipment meets the minimum performance requirements of the subject Federal Motor Vehicle Safety Standard(FMVSS). FMVSS Static 214, Side impact protection, specifies performance requirements for protection of occupants in side impact crashes.

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Investigation of rotation and shear behaviours of complex steel spherical hinged bearings subject to axial tensile load

  • Shi, Kairong;Pan, Wenzhi;Jiang, Zhengrong;Lv, Junfeng
    • Structural Engineering and Mechanics
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    • 제73권2호
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    • pp.123-132
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    • 2020
  • Steel spherical hinged bearings have high loading capacity, reliable load transfer, flexible rotation with universal hinge and allowance of large displacement and rotation angle. However, bearings are in complex forced states subject to various load combinations, which lead to the significant influence on integral structural safety. Taking the large-tonnage complex steel spherical hinged bearings of Terminal 2 of Guangzhou Baiyun International Airport as an example, full-scale rotation and shear behaviour tests of the bearings subject to axial tensile load are carried out, and the corresponding finite element simulation analyses are conducted. The results of experiments and finite element simulations are in good agreement with the coincident development tendency of stress and deformation. In addition, the measured rotational moment is less than the calculated moment prescriptive by the code, and the relationship between horizontal displacement and horizontal shear force is linear. Finally, based on these results, the rotation and shear stiffness models of bearings subject to axial tensile load are proposed for the refinement analysis of integral structure.