• Title/Summary/Keyword: Depth Propagation

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Reliability Improvement of Offshore Structural Steel F690 Using Surface Crack Nondamaging Technology

  • Lee, Weon-Gu;Gu, Kyoung-Hee;Kim, Cheol-Su;Nam, Ki-Woo
    • Journal of Ocean Engineering and Technology
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    • v.35 no.5
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    • pp.327-335
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    • 2021
  • Microcracks can rapidly grow and develop in high-strength steels used in offshore structures. It is important to render these microcracks harmless to ensure the safety and reliability of offshore structures. Here, the dependence of the aspect ratio (As) of the maximum depth of harmless crack (ahlm) was evaluated under three different conditions considering the threshold stress intensity factor (Δkth) and residual stress of offshore structural steel F690. The threshold stress intensity factor and fatigue limit of fatigue crack propagation, dependent on crack dimensions, were evaluated using Ando's equation, which considers the plastic behavior of fatigue and the stress ratio. ahlm by peening was analyzed using the relationship between Δkth obtained by Ando's equation and Δkth obtained by the sum of applied stress and residual stress. The plate specimen had a width 2W = 12 mm and thickness t = 20 mm, and four value of As were considered: 1.0, 0.6, 0.3, and 0.1. The ahlm was larger as the compressive residual stress distribution increased. Additionally, an increase in the values of As and Δkth(l) led to a larger ahlm. With a safety factor (N) of 2.0, the long-term safety and reliability of structures constructed using F690 can be secured with needle peening. It is necessary to apply a more sensitive non-destructive inspection technique as a non-destructive inspection method for crack detection could not be used to observe fatigue cracks that reduced the fatigue limit of smooth specimens by 50% in the three types of residual stresses considered. The usefulness of non-destructive inspection and non-damaging techniques was reviewed based on the relationship between ahlm, aNDI (minimum crack depth detectable in non-destructive inspection), acr N (crack depth that reduces the fatigue limit to 1/N), and As.

Effect of expanding low-salinity water in the East China Sea on underwater sound propagation (동중국해 저염분수의 확장이 수중 음파 전달에 미치는 영향)

  • Bum-Jun Kil
    • The Journal of the Acoustical Society of Korea
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    • v.42 no.1
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    • pp.16-24
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    • 2023
  • The salinity of sea water is known as a less influencing variable in the calculation of the sound speed of the sea water. This study investigated how the low salinity of sea water affects the vertical structure of the sound speed near the mouth of the Yangtze (Changjiang) River when the diluted fresh water extends toward the East China Sea in the summer. As a result of comparing two types of sound speeds considered measured and fixed salinity, sound speeds appeared distinguishable when the halocline formed steeper than the thermocline due to Yangtze-River Diluted Water (YRDW). In addition, unlikely with fixed salinity conditions, when measured salinity was considered, an underwater sound channel appeared in the middle of the thermocline of which the source depth is located. Accordingly, considering the salinity, this study suggests using Expendable Conductivity Temperature Depth (XCTD) and Expendable Sound Velocimeter (XSV) rather than Expandable Bathy Thermograph (XBT) when calculating sound speed because of the strong halocline due to YRDW in the summer.

Urban Flood Simulation Considering Building and Sewer Lines (건물 및 우수 배제를 고려한 시가지 범람해석)

  • Kang, Sang-Hyeok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.3B
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    • pp.213-219
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    • 2009
  • In densely urban areas, features such as the sewer system, buildings and river banks have an effect on flow dynamics and flood propagation, and will therefore be accounted for in the model set-up. While two-dimensional (2D) flood models of urban areas are at the forefront of current research into flood inundation mechanisms, they are however constrained by inadequate parameters of topography, and insufficient and inaccurate data. In this study, an urban flood model (overland flow, 2D urban flood flow and sewer flow) was combined and applied at Samcheok city which was damaged by inundation in 2002, in order to simulate inundation depth. The influence of buildings and pumping capacity was also analyzed to estimate the inundated depth in the study area. As a result, it was found that urban inundated depth are affected by pumping capacity directly and it increased about 20-30 cm on most of the modeled area with a building share rate of 0.2-0.6 per unit grid.

Propagation Analysis of Dam Break Wave using Approximate Riemann solver (Riemann 해법을 이용한 댐 붕괴파의 전파 해석)

  • Kim, Byung Hyun;Han, Kun Yeon;Ahn, Ki Hong
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.5B
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    • pp.429-439
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    • 2009
  • When Catastrophic extreme flood occurs due to dam break, the response time for flood warning is much shorter than for natural floods. Numerical models can be powerful tools to predict behaviors in flood wave propagation and to provide the information about the flooded area, wave front arrival time and water depth and so on. But flood wave propagation due to dam break can be a process of difficult mathematical characterization since the flood wave includes discontinuous flow and dry bed propagation. Nevertheless, a lot of numerical models using finite volume method have been recently developed to simulate flood inundation due to dam break. As Finite volume methods are based on the integral form of the conservation equations, finite volume model can easily capture discontinuous flows and shock wave. In this study the numerical model using Riemann approximate solvers and finite volume method applied to the conservative form for two-dimensional shallow water equation was developed. The MUSCL scheme with surface gradient method for reconstruction of conservation variables in continuity and momentum equations is used in the predictor-corrector procedure and the scheme is second order accurate both in space and time. The developed finite volume model is applied to 2D partial dam break flows and dam break flows with triangular bump and validated by comparing numerical solution with laboratory measurements data and other researcher's data.

Ultra Wideband Channel Model for Indoor Environments

  • Alvarez, Alvaro;Valera, Gustavo;Manuel Lobeira;Torres, Rafael-Pedro;Garcia, Jose-Luis
    • Journal of Communications and Networks
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    • v.5 no.4
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    • pp.309-318
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    • 2003
  • This paper presents an in-depth study of a UWB indoor radio channel between 1 and 9 GHz, which was used for the subsequent development of a new statistical UWB multipath channel model, focusing on short range indoor scenarios. The channel sounding process was carried out covering different indoor environments, such as laboratories, halls or corridors. A combination of new and traditional parameters has been used to accurately model the channel impulse response in order to perform a precise temporal estimation of the received pulse shape. This model is designed specifically for UWB digital systems, where the received pulse is correlated with an estimated replica of itself. The precision of the model has been verified through the comparison with measured data from equivalent scenarios and cases, and highly satisfactory results were obtained.

Bearing Capacity of Strip Footing on Geogrid-Reinforced Soft Ground (지오그리드로 보강된 연약지반 위에 위치한 연속기초의 극한 지지력)

  • 유충식;신승우
    • Proceedings of the Korean Geotechical Society Conference
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    • 1994.09a
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    • pp.169-174
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    • 1994
  • This paper presents the results of a parametric study on the bearing capacity behavior of a footing located above geogrid-reinforced ground using the finite element method of analysis. A wide range of boundary conditions were analyzed, with varing geogrid design parameters such as depth of geogrid layer, length and siffness of geogrid, and number of geogrid layer, were analyzed. Based on the results of analysis, the optimum geogrid design parameters were determined, which maximize the reinforcing effect of geogrid reinforcement for a given conidition. Furthermore, the mechanistic behavior of a geogrid-reinforced ground subjected to a footing load was discussed using the results of analysis such as stress distribution, propagation of plastic yielding, displacement vector among others.

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A Study on High Velocity Impact Phenomena by a Long Rod Penetrator (긴 관통자에 의한 고속충돌현상 연구)

  • 이창현;최준홍;홍성인
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.18 no.3
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    • pp.573-583
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    • 1994
  • In this study, the shock characteristics for high velocity impact phenomena during the initial shock state by the long rod penetrator are calculated. From these results we re-analyze the one-dimensional hydrodynamic penetration theory by introducing the effective area ratio calculated from the mushroomed strain which is dependent on impact velocity. Calculated penetration depth and mushroomed strain show good agreement with high velocity impact experimental data. In addition we visualize the shock wave propagation in a transparent acryle block.

Development and Its Application of Urban Flood Model in Building Area (밀집시가지 침수모형의 개발 및 적용)

  • Kang, Sang-Hyeok;Kim, Kyung-Nam;Han, Dong-Jun;Kim, Jung-Han
    • 한국방재학회:학술대회논문집
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    • 2007.02a
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    • pp.203-206
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    • 2007
  • In urban flood model, the features like roads, buildings, and river's banks have great effect on flow dynamics and flood propagation and it must be accounted for model set-up. Two-dimensional hydraulic models in high-density building areas are at the forefront of current research into flood inundation mechanisms, but they are however constrained by inadequate parameters of topography and friction due to insufficient and inaccurate data. This paper describes the development of urban flooding with the extraction of building areas and estimates the its influence on flood inundation extent, and present initial results of flood simulation varying grid size.

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Depth Map Upsampling via Markov Random Field without Color Boundary Noise Effect (컬러경계 잡음 현상을 제거한 Markov 랜덤 필드 기반 깊이맵 업샘플링)

  • Mun, Ji-Hun;Ho, Yo-Sung
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2014.06a
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    • pp.101-104
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    • 2014
  • 3차원 영상 제작을 위해서는 장면의 색상 영상과 함께 깊이 정보가 필요하다. 일반적으로 깊이를 측정하는 TOF 카메라에 의해 획득된 깊이 영상은 컬러 영상에 비해 매우 작은 해상도의 영상을 갖게 되는 문제가 있다. 따라서 색상 영상과 함께 3차원 영상 제작에 깊이 영상을 사용하기 위해서는 저해상도 깊이 영상의 업샘플링 방법이 필요하다. 특히 컬러 영상에서 사물 간의 경계에 해당하는 부분에서 색상 차이를 인지하지 못하여 깊이 맵을 부적절하게 처리하게 되는 경우가 발생한다. 본 논문에서는 색상 영상에서 경계부분에 해당하는 영역을 이용하여 저해상도 깊이 영상을 업샘플링 하는 방법을 제안한다. 깊이 영상을 업샘플링 할 때 중요하게 다루어야 할 경계 부분을, 고해상도 색상 영상과 저해상도 깊이 영상을 이용하여 찾아낸다. 색상 경계 부분을 고려하여 깊이 영상 업샘플링을 위한 에너지 함수를 MRF를 이용하여 모델링하고, 신뢰 확산(belief propagation)방법을 이용하여 에너지 함수 최적화를 수행한다. 제안한 방법은 기존의 다른 에너지 함수나 필터 기반 업샘플링 방법보다 우수한 성능을 나타내었다.

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A Study on the Microcutting for Configuration of Tools using Molecular Dynamics (분자동력학을 이용한 공구형상에 따른 미소절삭현상에 관한 연구)

  • 뮨찬홍;김정두
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1993.10a
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    • pp.83-88
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    • 1993
  • Recently, the analysis of microcutting with submicrometer depth of cut is tried to get a more high quality surface product, but to get a valuable result another method instead of conventional finite element method must be considered because finite elment method is impossible for a very small focused region and mesh size. As the altermative method, Molecular Dynamics or Statics is suggested and acceoted in the field of microcutting, indentation and crack propagation. In this paper using Molecuar Dynamics simulation, the phenomena of microcutting with subnanometer chip thickness is studied and the cutting mechanism for tool edge configuration is evaluated. As the result of simulation the atomistic chip formation is achieved.

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