• 제목/요약/키워드: Load density

검색결과 1,071건 처리시간 0.03초

피로 자료 분산을 고려한 자동차 부품의 신뢰도 해석 (Evaluation of Chassis Component Reliability Considering Variation of Fatigue Data)

  • 남기원;이병채
    • 한국정밀공학회지
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    • 제24권2호
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    • pp.110-117
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    • 2007
  • In this paper, probabilistic distribution of chassis component fatigue life is determined statistically by applying the design of experiments and the Pearson system. To construct p - ${\varepsilon}$ - N curve, the case that fatigue data are random variables is attempted. Probabilistic density function (p.d.f) for fatigue life is obtained by the design of experiment and using this p.d.f fatigue reliability, any aimed fatigue life can be calculated. Lower control arm and rear torsion bar of chassis components are selected as examples for analysis. Component load histories which are obtained by multi-body dynamic simulation for Belsian load history are used. Finite element analysis is performed by using commercial software MSC Nastran and fatigue analysis is performed by using FE Fatigue. When strain-life curve itself is random variable, the probability density function of fatigue life has very little difference from log-normal distribution. And the cases of fatigue data are random variables, probability density functions are approximated to Beta distribution. Each p.d.f is verified by Monte-Carlo simulation.

수정된 밀도함수법을 이용한 고정된 반잠수식 해양구조물 주위 유동의 수치시뮬레이션 (Numerical Simulation of Flow around a Fixed Semi-submersible Offshore Structure Using the Modified Marker-density Method)

  • 하윤진;이영길;정광열;양인준
    • 대한조선학회논문집
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    • 제53권1호
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    • pp.1-9
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    • 2016
  • It is important to research and understand the physical phenomenon around a semi-submersible offshore structure on waves and currents because the wave run-up and load occurs owing to the waves and currents. In this study, the numerical simulations are performed about flow around a fixed semi-submersible offshore structure. The Modified Marker-density method is adopted in the present computation procedure, this method is one of the various methods to define the free-surface. The present computation results are compared with existing experimental and numerical simulation(VOF method) results. And, the computation results are relatively coincident with the existing results of model test and numerical simulation by VOF method.

Improvement of Strain and Elastic Modulus of Linerboard to Prevent Score Crack

  • Chin, Seong-Min;Choi, Ik-Sun;Lee, Hak-Lae;Youn, Hye-Jung
    • 펄프종이기술
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    • 제42권5호
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    • pp.31-36
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    • 2010
  • When corrugated board is folded at the severely low humidity condition, crack can occur along the scored (or creased) lines of linerboard. This phenomenon is called as score (or crease) crack. It is mainly resulted from the excessive concentration of stress on the outer layer of linerboard. To overcome score crack, many approaches including the installation of constant temperature and humidity system, displacement of low grade raw material by long and strong fibers, or application of water have been tried. We examined the effect of the weight fraction of top layer in two-ply sheet, freeness of top layer stock and wet pressing on strain and elastic modulus of sheet to prevent score crack. Lower freeness and higher press load increased the density and elastic modulus of sheet. Pressing load over the $50kgf/cm^2$, however, decreased the strain of sheet. The weight fraction of top layer had positive effect on strain as well as elastic modulus without increasing the density of sheet.

산화아연 압전 나노전력발전소자 기반 에너지 하베스팅

  • 김상우
    • 한국진공학회:학술대회논문집
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    • 한국진공학회 2009년도 제38회 동계학술대회 초록집
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    • pp.49-49
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    • 2010
  • Nanopiezotronics is an emerging area of nanotechnology with a variety of applications that include piezoelectric field-effect transistors and diodes, self-powered nanogenerators and biosystems, and wireless nano/biosensors. By exploiting coupled piezoelectric and semiconducting characteristics, it is possible for nanowires, nanobelts, or nanorods to generate rectifying current and potential under external mechanical energies such as body movement (handling, winding, pushing, and bending) and muscle stretching, vibrations (acoustic and ultrasonic waves), and hydraulic forces (body fluid and blood flow). Fully transparent, flexible (TF) nanogenerators that are operated by external mechanical forces will be presented. By controlling the density of the seed layer for ZnO nanorod growth, transparent ZnO nanorod arrays were grown on ITO/PES films, and a TF conductive electrode was stacked on the ZnO nanorods. The resulting integrated TF nanodevice (having transparency exceeding 70 %) generated a noticeable current when it was pushed by application of an external load. The output current density was clearly dependent on the force applied. Furthermore, the output current density depended strongly on the morphology and the work function of the top electrode. ZnO nanorod-based nanogenerators with a PdAu, ITO, CNT, and graphene top electrodes gave output current densities of approximately $1-10\;uA/cm^2$ at a load of 0.9 kgf. Our results suggest that our TF nanogenerators are suitable for self-powered TF device applications such as flexible self-powered touch sensors, wearable artificial skins, fully rollable display mobile devices, and battery supplements for wearable cellular phones.

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무리말뚝의 하중분담율에 관한 실험적 연구 (The Experimental Study on Load Sharing Ratio of Group Pile)

  • 권오균;오세붕;김진복;박종운
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.65-70
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    • 2005
  • In this study, the large scale model tests were executed to estimate the Load Sharing Ratio(LSR) of raft in a piled footing under various conditions. The conditions such as the subsoil type, pile length, pile spacing, array type and pile installation method etc. were varied in the pile loading tests about the free-standing group piles and a piled footing. As the results of this study, it was found that there were no differences of the load-settlement curves, along with the pile installation method and subsoil type. The piles supported most of the external load until a yielding load of the piled footing, but the raft supported a considerable load after a yielding load. And it was also found that the LSR didn't be affected by the pile installation method and the subsoil type. As the relative density of sands increased, the LSR decreased. As the pile spacing was wider and the pile length increased, there was a tendancy for the LSR to increase.

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이기종 무선 환경에서 Load sharing을 이용한 Soft Load Balancing 기술 (Soft Load Balancing Using the Load Sharing Over Heterogeneous Wireless Networks)

  • 손혁민;이상훈;김수창;신연승
    • 한국통신학회논문지
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    • 제33권7A호
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    • pp.757-767
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    • 2008
  • 차세대 이동 통신망의 발전으로 상용 망과 이 기종 망이 서로 겹쳐진 다중 망 구조가 형성될 것이다. 이러한 여러 망이 겹쳐진 다중 망 구조에서 전체 무선자원의 사용 효율을 높이고 Eb/Io (bit energy-to-interference plus noise density ratio)를 개선하기 위해 이기종망간 혹은 동종망간 상호 연동 기술이 필요하다. 본 논문에서는 이러한 동종망과 이기종망들이 서로 겹쳐져 있는 다중 셀 환경에서 load를 효율적으로 분산시킴으로써 무선 자원의 효율을 높이고 신호의 간섭양을 줄여 사용자의 QoS 보장 및 성능 개선을 위한 soft load balancing algorithm을 제안 및 분석한다. 본 논문에서는 수학적 분석을 통해 효율적인 load sharing을 위한 최적의 LBR (load balancing ratio) 을 구하고 이를 이용하여 각 network에 traffic 양을 할당하여 서비스한다. 그러므로 soft load balancing 알고리듬은 보다 안정적인 데이터 전송을 가능하게 한다.

IGM에 근입된 말뚝의 지지력 해석을 위한 기준침하량 결정방법 제안 (The Analysis of Shaft Deformation for Evaluating the Bearing Capacity of IGM Sosketed Drilled Shaft)

  • 천병식;김원철;서덕동
    • 한국지반환경공학회 논문집
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    • 제5권3호
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    • pp.17-30
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    • 2004
  • 본 연구에서는 현장타설말뚝의 지지력에 관한 기존 및 IGM 이론의 적용성을 비교 평가하고, 변위를 고려한 지지력의 결정을 위해 IGM 상단부에서의 기준침하량 결정식을 제안하였다. 제안식은 말뚝의 두부침하량, IGM 상부 토층의 하중전이특성 및 말뚝의 탄성압축 이론에 기초하였다. 특히, 기존 및 IGM 이론의 적용성과 제안식의 적용성을 검증하기 위해 국내외 재하시험 결과를 이용한 분석이 실시되었다. 재하시험 결과를 이용하여 분석한 결과 제안식이 활용된 IGM 이론에 의해 향후 말뚝 설계시 변위를 고려한 지지력의 해석이 가능할 것으로 판단되었다. 특히, 제안식에 도입된 침하보정계수 $k_m$은 지반상태나 하중전이 특성을 반영하는 계수로서 하중 및 변형 증가에 따라 변화하는 특징을 보였다.

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초고성능 섬유보강 콘크리트에 혼입된 강섬유의 부착강도 평가 (Bond Strength of Steel Fiber Incorporated in Ultra High Performance Fiber-Reinforced Concrete)

  • 강수태
    • 콘크리트학회논문집
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    • 제25권5호
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    • pp.547-554
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    • 2013
  • 이 연구에서는 UHPFRC에 대해 강섬유의 인발실험을 수행하고, 그 결과로부터 매트릭스에 대한 강섬유의 부착강도를 정량적으로 평가하고자 하였다. 실험은 여러 개의 섬유를 이용한 양면 인발실험을 적용하였다. 섬유분포밀도에 따른 영향을 파악해 본 결과, 이 연구에서 고려한 섬유분포밀도의 범위는 섬유 간 상호간섭효과를 나타내지 않는 범위임을 확인하였다. 최대 인발하중 상태의 하중 또는 흡수에너지, 완전 뽑힘 상태의 흡수에너지를 고려한 몇 가지 방법들로 부착강도를 평가한 결과, 완전 뽑힘 상태의 흡수에너지로부터 구한 부착강도는 섬유의 묻힘길이에 영향을 받는 것으로 나타났다. 그리고 최대 인발하중 상태로부터 구한 부착강도는 평균적으로 약 6.64 MPa의 부착강도를 나타냈으며, 이 값은 최대 인발하중만으로 구한 부착강도 6.46 MPa와 비교했을 때 큰 차이가 없는 것으로 나타났다. 실험 및 평가의 용이성을 고려할 때 최대 인발하중만으로 부착강도를 평가해도 무방할 것으로 판단된다.

Pressure-settlement behavior of square and rectangular skirted footings resting on sand

  • Khatri, Vishwas Nandkishor;Debbarma, S.P.;Dutta, Rakesh Kumar;Mohanty, Bijayananda
    • Geomechanics and Engineering
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    • 제12권4호
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    • pp.689-705
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    • 2017
  • The present study deals with the Pressure-settlement behavior of square and rectangular skirted footing resting on sand and subjected to a vertical load through a laboratory experimental study. A series of load tests were conducted in the model test tank to evaluate the improvement in pressure-settlement behavior and bearing capacity of square and rectangular model footings with and without structural skirt. The footing of width 5 cm and 6 cm and length/width ratio of 1 and 2 was used. The relative density of sand was maintained at 30%, 50%, 70%, and 87% respectively. The depth of skirt was varied from 0.25 B to 1.0 B. All the tests were carried out using a strain controlled loading frame of 50 kN capacity. The strain rate for all test was kept 0.24 mm/min. The results of present study reveal that, the use of structural skirt improves the bearing capacity of footing significantly. The improvement in bearing capacity was observed almost linearly proportional to the depth of skirt. The improvement in bearing capacity of skirted footings over footing without skirt was observed in the range of 33.3% to 68.5%, 68.9% to 127% and 146.7% to 262% for a skirt depth of 0.25 B, 0.50 B and 1.0 B respectively. The skirted footings were found more effective for sand at relative density of 30% and 50% than at relative density of 70% and 87%. The bearing capacity was found to increase linearly with footing width for footings with and without skirts. This observation was found to be consistent for footings with different skirt depths and for relative density of sand i.e., 30%, 50%, 70%, and 87%. The obtained results from the study for footing with and without skirts were comparable with available solutions from literature.

상대 밀도에 따른 금속 적층 제조 격자 구조체의 기계적 특성 (Mechanical Properties of Metallic Additive Manufactured Lattice Structures according to Relative Density)

  • 박광민;김정길;노영숙
    • 한국산학기술학회논문지
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    • 제22권6호
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    • pp.19-26
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    • 2021
  • 격자 구조체는 강도 및 강성, 초경량 및 에너지 흡수 능력 등의 우수성을 가지고 있어서 전방위 산업에서 주목을 받고 있으나, 다양한 장점에도 불구하고 복잡한 형상에 따른 제조 공정의 어려움으로, 현재까지 광범위한 상용화 및 사용은 제한되고 있다. 한편 적층 제조는 전통적인 제조 방법으로는 불가능한 복잡한 기하학적 형상 제조가 가능한 기술로써, 격자 구조체 제조를 위한 최적 기술로 주목을 받고 있다. 본 연구에서는 3차원 좌표 방법으로 단위 셀을 형성하고, 단위셀의 바운더리 박스 크기 및 스트럿 반경에 따른 상대 밀도의 관계식을 도출하였다. 본 연구에서는 Simple Cubic(SC), Body-Centered Cubic(BCC) 및 Face-Centered Cubic(FCC)을 모델링 소프트웨어를 사용하여 상대 밀도 맞춤형 구조체를 설계하였다. 본 연구에서 제안한 상대 밀도 산출식 정확도는 SC, BCC 및 FCC에서 98.3 %, 98.6 % 및 96.2%의 신뢰성을 확보하였다. 격자 구조체를 대상으로 시뮬레이션 수행 결과, 동일한 셀 배열 조건에서는 상대 밀도가 커짐에 따라 항복 하중이 커지고, 동일 배열 조건에서는 SC, BCC, FCC 순으로 압축 항복 하중이 작아지는 결과가 나타났다. 최종적으로 20 mm × 20 mm × 20 mm 크기의 구조체는 SC 단위 셀을 3×3×3 배열로 구성하는 것이 압축 하중에 대한 구조적 최적화가 가능한 것으로 나타났다.