• 제목/요약/키워드: Hole Design

검색결과 911건 처리시간 0.026초

폐고속국도의 생태복원 방안 -영동선 192.4K(인천) 지점을 중심으로- (A Study on the Method of Ecological Restoration at the Abandoned Expressways - Focusing on the 192.4k(Incheon) Young-Dong Expressway -)

  • 조동길;최재용;전용철
    • 한국환경복원기술학회지
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    • 제13권5호
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    • pp.38-50
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    • 2010
  • Expressways are often upgraded by widening the lanes and/or by reshaping the roads to be more linear for faster travel time. However, during the process of improving the route of the expressways, the areas where the old expressways used to be are often unused and abandoned. When these neglected sites are left alone, they often become dump sites causing pollution and impacting the surrounding environment. Therefore, it is important to restore the abandoned expressway sites to its full natural beauty. In this study, the abandoned expressway at the Soksa interchange in Pyungchang county, located in Kangwon province was studied for establishing the model of ecological restoration project. Considering the characteristics of the site, the target flora species was chosen to be Quercus species and the target fauna species as amphibians. After the target species were carefully chosen, each species' habitat requirements were studied in order to figure out the appropriate methods toward habitat restoration specifically for these species. In addition, to determine the most efficient method toward restoration of abandoned expressways, the study utilized the planting hole techniques, the crack techniques, and the colonization techniques. In terms of the spatial organization, public education program is incorporated at the main entrance area and the programs for experimenting, and developing vegetation and habitat restoration techniques are placed in the vicinity. In the master plan-to provide natural ecosystem at the site-ASCON (asphalt concrete) was removed first, then plans for restoration including species' habitat restoration were established. Furthermore, the project included plans for improving water quality polluted through non-point source considering the surrounding nearby road and farm lands. Finally, the study established a planning process that will experimentally apply to the abandoned expressway restoration method. In the future, there will be a continuous monitoring of the methods applied to verify if the restoration methods are effective. Also, new restoration techniques should be available according to a variety of abandoned expressways' characteristics.

유한요소해석에 의한 압입 접촉손상 특성 연구 (Study of the Damage Property of a Contacted Indent by Finite Element Method)

  • 조재웅;김춘식;이희성;김영춘
    • 한국산학기술학회논문지
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    • 제15권10호
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    • pp.5974-5979
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    • 2014
  • 압입 방식으로서 경량화된 부품이 매우 균질한 정밀도로 생산이 되며 프레스의 기술이 향상되고 있다. 압입 방식으로 조립하였을 시 핀과 구멍사이에는 압축력에 의한 변형력이 발생되고 접촉면이 손상을 입는다. 따라서 본 연구에서는 CATIA 프로그램을 이용하여 3D 모델링하였으며, ANSYS 프로그램을 통하여 압입 접촉된 평면에서 손상평가를 하였다. 해석결과, 핀이 들어갈 때 PCB판에 작용하는 하중은 약 21.3N인 것으로 확인되었으며, PCB판이 Pin에서 빠져나올 때의 하중은 약 19.24N으로 나타났다. 또한 구조 해석결과, Pin 1이 본 연구 모델의 모든 부품들 중에서 가장 최대응력이 많이 발생하므로, 대표적으로 Pin 1의 최대 등가응력이 192.96MPa로 나타났다. 압입 접촉 손상 특성을 규명하고 본 연구결과를 실제의 압입 공정의 설계에 응용함으로서 그 파손을 방지하고 내구성을 평가할 수 있다고 사료된다.

현장정재하시험을 이용한 말뚝 거동특성 수치해석 예측기법의 신뢰성 검증 (Reliability Verification of Numerical Prediction Method on Pile Behaviour Characteristics using Field Static Loading Test)

  • 남호성;백승철
    • 한국지반환경공학회 논문집
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    • 제18권9호
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    • pp.11-18
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    • 2017
  • 수치해석기법을 이용한 말뚝의 거동특성 예측방법은 정재하시험비가 고가이기 때문에 공사 전 말뚝의 거동을 예측할 수 있다는 장점으로 설계단계에서 널리 이용되고 있지만 그 신뢰성에 대한 연구는 부족한 실정이다. 본 연구에서는 실제 현장에서 말뚝의 거동과 수치해석으로 예측한 말뚝의 거동을 비교함으로써 수치해석 기법의 신뢰성을 검증하였다. 지반과 말뚝의 상호작용에 의한 말뚝의 거동을 정확하게 파악하기 위하여 정재하시험이 수행되는 지반에서 시추조사, 현장원위치시험 등을 통해 지반특성을 확인하였고, 실규모 정재하시험을 수행하여 말뚝의 거동특성을 분석하였다. 정재하시험이 수행된 방식과 동일하게 수치해석을 모사하여 재하시험과 동일한 하중단계에서 말뚝의 거동을 수치해석으로 모사하여 현장시험 결과와 비교함으로써 수치해석 기법의 신뢰성을 검증하였다.

Characterization of flow properties of pharmaceutical pellets in draft tube conical spout-fluid beds

  • Foroughi-Dahr, Mohammad;Sotudeh-Gharebagh, Rahmat;Mostoufi, Navid
    • Journal of Industrial and Engineering Chemistry
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    • 제68권
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    • pp.274-281
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    • 2018
  • Experimental studies of the hydrodynamic performance of the draft tube conical spout-fluid bed (DCSF) were conducted using pharmaceutical pellets. The experiments were carried out in a DCSF consisted of two sections: (a) a conical section with the cross section of $120mm{\times}250mm$ and the height of 270 mm, (b) a cylindrical section with the diameter of 250 mm and the height of 600 mm. The flow characteristics of solids were investigated with a high speed camera and a pezoresistive absolute pressure transducer simultaneously. These characteristics revealed different flow regimes in the DCSF: packed bed at low gas velocities, fluidized bed in draft tube at higher gas velocities until minimum spouting, and spouted bed. The stable spouting was identified by the presence of two dominant frequencies of the power spectrum density of pressure fluctuation signature: (i) the frequency band 6-9 Hz and (ii) the frequency band 12-15 Hz. The pressure drops across the draft tube as well as the annulus measured in order to better recognize the flow structure in the DCSF. It was observed that the pressure drop across the draft tube, the pressure drop across the annulus, and the minimum spouting velocity increase with the increase in the height of draft tube and distance of the entrainment zone, but with the decrease in the distributor hole pitch. Finally, this study provided novel insight into the hydrodynamic of DCSF, particularly minimum spouting and stable spouting in the DCSF which contains valuable information for process design and scale-up of spouted bed equipment.

Auto pilot 와 water jet drive system 간의 Interface 설계 (Design on the interfacing between auto-pilot and water-jet drive system)

  • 진형두;최조천
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2009년도 춘계학술대회
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    • pp.535-538
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    • 2009
  • Auto Pilot은 전자해도나 플로터를 이용하여 항행하고자 하는 코스를 입력 시킨 후 운행모드를 자동운항에 위치시키면 자동으로 경로를 따라 선박을 이동시키는 시스템이다. Water Jet 추진장치는 엔진과 연결된 펌프를 가동해 배 밑바닥에 있는 흡입구로부터 물을 빨아들인 후에 배 내부에 설치된 유도관을 거쳐 노즐을 통해 가속된 물을 배 뒤쪽으로 분사하면서 배를 앞으로 밀어주는 힘을 발생시키는 추진 장치다. Water Jet 추진장치는 수심의 영향이 적고, 고속영역 일수록 추진 효율이 높고 진동과 유동소음 측면에서도 매우 유리한 장점을 갖고 있어 새로운 추진시스템으로 국내외 적으로 수요가 확대되고 있다. 하지만 Auto Pilot 와 Water Jet 추진시스템의 신호 체계가 달라 상호간 효과적으로 신호를 전달할 수 있는 장치가 필요하다. 본 논문은 기존의 Auto Pilot 와 Water Jet 추진시스템의 신뢰성 있는 통신을 할 수 있도록 상호 연동하는 Interface 장치를 설계하였다.

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파이로작동기구 성능평가를 위한 해석모델 연구 (A Study on Analytical Approach for Performance Evaluation of Pyrotechnically Actuated Device)

  • 최주호;성홍계;김준식
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2012년도 제38회 춘계학술대회논문집
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    • pp.63-64
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    • 2012
  • 파이로 작동기구(PAD)는 고에너지 재료를 원격으로 폭발시켜 기구를 작동시키는 부품으로서 지금까지 이에 대한 설계는 주로 경험에 의해 이뤄졌다. 본 연구에서는 PAD의 작동 메커니즘을 해석적으로 모델링하는 효과적 방법을 개발하고 이를 설계에 활용하고자 한다. 해석모델은 서로 다른 해석특성을 가지는 세가지 순차적 스텝으로 구성되며 이들을 연계하여 통합 해석을 수행한다. 첫째 스텝은 작동기에서의 폭발 및 이로 인한 생성된 압력거동 해석, 둘째는 이러한 압력에 의해 피스톤을 작은 구멍 속으로 밀어넣는 압착거동 해석, 셋째는 피스톤 끝단에 있는 커터에 의해 박막을 관통하는 해석이며, 이로 인해 최종적으로 박막이 절개되면서 소기의 임무를 완성하게 된다. 본 발표에서는 이에 대한 개략적 소개와 일부 진행된 선행연구 결과를 소개한다.

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Terra-Scope - a MEMS-based vertical seismic array

  • Glaser, Steven D.;Chen, Min;Oberheim, Thomas E.
    • Smart Structures and Systems
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    • 제2권2호
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    • pp.115-126
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    • 2006
  • The Terra-Scope system is an affordable 4-D down-hole seismic monitoring system based on independent, microprocessor-controlled sensor Pods. The Pods are nominally 50 mm in diameter, and about 120 mm long. They are expected to cost approximately $6000 each. An internal 16-bit, extremely low power MCU controls all aspects of instrumentation, eight programmable gain amplifiers, and local signal storage. Each Pod measures 3-D acceleration, tilt, azimuth, temperature, and other parametric variables such as pore water pressure and pH. Each Pod communicates over a standard digital bus (RS-485) through a completely web-based GUI interface, and has a power consumption of less than 400 mW. Three-dimensional acceleration is measured by pure digital force-balance MEMS-based accelerometers. These accelerometers have a dynamic range of more than 115 dB and a frequency response from DC to 1000 Hz with a noise floor of less than $30ng_{rms}/{\surd}Hz$. Accelerations above 0.2 g are measured by a second set of MEMS-based accelerometers, giving a full 160 dB dynamic range. This paper describes the system design and the cooperative shared-time scheduler implemented for this project. Restraints accounted for include multiple data streams, integration of multiple free agents, interaction with the asynchronous world, and hardened time stamping of accelerometer data. The prototype of the device is currently undergoing evaluation. The first array will be installed in the spring of 2006.

Design of a scintillator-based prompt gamma camera for boron-neutron capture therapy: Comparison of SrI2 and GAGG using Monte-Carlo simulation

  • Kim, Minho;Hong, Bong Hwan;Cho, Ilsung;Park, Chawon;Min, Sun-Hong;Hwang, Won Taek;Lee, Wonho;Kim, Kyeong Min
    • Nuclear Engineering and Technology
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    • 제53권2호
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    • pp.626-636
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    • 2021
  • Boron-neutron capture therapy (BNCT) is a cancer treatment method that exploits the high neutron reactivity of boron. Monitoring the prompt gamma rays (PGs) produced during neutron irradiation is essential for ensuring the accuracy and safety of BNCT. We investigate the imaging of PGs produced by the boron-neutron capture reaction through Monte Carlo simulations of a gamma camera with a SrI2 scintillator and parallel-hole collimator. GAGG scintillator is also used for a comparison. The simulations allow the shapes of the energy spectra, which exhibit a peak at 478 keV, to be determined along with the PG images from a boron-water phantom. It is found that increasing the size of the water phantom results in a greater number of image counts and lower contrast. Additionally, a higher septal penetration ratio results in poorer image quality, and a SrI2 scintillator results in higher image contrast. Thus, we can simulate the BNCT process and obtain an energy spectrum with a reasonable shape, as well as suitable PG images. Both GAGG and SrI2 crystals are suitable for PG imaging during BNCT. However, for higher imaging quality, SrI2 and a collimator with a lower septal penetration ratio should be utilized.

Seismic behavior of thin cold-formed steel plate shear walls with different perforation patterns

  • Monsef Ahmadi, H.;Sheidaii, M.R.;Tariverdilo, S.;Formisano, A.;De Matteis, G.
    • Earthquakes and Structures
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    • 제20권4호
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    • pp.377-388
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    • 2021
  • Thin perforated Steel Plate Shear Walls (SPSWs) are among the most common types of seismic energy dissipation systems to protect the main boundary components of SPSWs from fatal fractures in the high-risk zones. In this paper, the cyclic behavior of the different circular hole patterns under cyclic loading is reported. Based on the experimental results, it can be concluded that a change in the perforation pattern of the circular holes leads to a change in the locations of the fracture tendency over the web plate, especially at the plate-frame interactions. Accordingly, the cyclic responses of the tested specimens were simulated by finite element method using the ABAQUS package. Likewise, perforated shear panels with a new perforation pattern obtained by implementing Topology Optimization (TO) were proposed. It was found that the ultimate shear strength of the specimen with the proposed TO perforation pattern was higher than that of the other specimens. In addition, theoretical equations using the Plate-Frame Interaction (PFI) method were used to predict the shear strength and initial stiffness of the considered specimens. The theoretical results showed that the proposed reduced coefficients relationships cannot accurately predict the shear strength and initial stiffness of the considered perforated shear panels. Therefore, the reduced coefficients should be adopted in the theoretical equations based on the obtained experimental and numerical results. Finally, with the results of this study, the shear strength and initial stiffness of these types of perforated shear panels can be predicted by PFI method.

An algorithm for quantifying dynamic buckling and post-buckling behavior of delaminated FRP plates with a rectangular hole stiffened by smart (SMA) stitches

  • Soltanieh, Ghazaleh;Yam, Michael C.H.
    • Smart Structures and Systems
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    • 제28권6호
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    • pp.745-760
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    • 2021
  • Dynamic buckling of structure is one of the failure modes that needs to be considered since it may result in catastrophic failure of the structure in a short period of time. For a thin fiber-reinforced polymer (FRP) plate under compression, buckling is an inherent hazard which will be intensified by the existence of defects like holes, cracks, and delamination. On the other hand, the growth of the delamination is another prime concern for thin FRP plates. In the current paper, reinforcing the plates against buckling is realized by using SMA wires in the form of stitches. A numerical framework is proposed to simulate the dynamic instability emphasizing the effect of the SMA stitches in suppressing delamination growth. The suggested algorithm is more accurate than the other methods when considering the transformation point of the SMA wires and the modeling of the cohesive zone using simple and yet reliable technique. The computational design of the method by producing the line by line orders leads to a simple algorithm for simulating the super-elastic behavior. The Lagoudas constitutive model of the SMA material is implemented in the form of user material subroutines (VUMAT). The normal bilinear spring model is used to reproduce the cohesive zone behavior. The nonlinear finite element formulation is programmed into FORTRAN using the Newmark-beta numerical time-integration approach. The obtained results are compared with the results obtained by the finite element method using ABAQUS/Explicit solver. The obtained results by the proposed algorithm and those by ABAQUS are in good agreement.