• Title/Summary/Keyword: 히빙

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무인선 회수를 위한 히빙라인 발사장치의 해상시험 연구 (1)

  • Kim, Yeon-Gyu;Kim, Seon-Yeong
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2017.11a
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    • pp.148-150
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    • 2017
  • 무인선은 사람이 탑승하지 않기 때문에 회수에 어려움이 있다. 본 연구에서는 무인선의 회수를 용이하도록 하기 위하여 히빙라인 발사장치를 개발하였고, 히빙라인 발사장치 이용에 대한 검증을 위하여 해상시험을 수행하였다. 무인선 회수 시스템은 히방리인 발사장치, 견인장치, 크레인-무인선 결합장치, 원격조종기로 구성되어 있고, 히빙라인 발사장치는 발사관, 원격 격발장치, 공기통, 견인탄과 히빙라인으로 구성되어 있으며, 히빙라인 발사장치는 원격조종기를 이용하여 모선에서 제어가 가능하다. 제작된 히빙라인 발사장치를 유인선에 설치하여 실제로 해상에서 사용이 가능한지 검토하였다. 히빙라인을 원격으로 발사하고 모선에서 크레인을 이용하여 무인선에 결합하는 해상시험을 수행하였으며, 해상시험을 통하여 히빙라인 발사장치의 유용성을 확인하였다.

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Numerical study on basal heave stability of a circular vertical shaft constructed in clay (연약 점성토 지반에 시공되는 원형 수직구의 히빙 안정성에 대한 수치해석적 연구)

  • Kang, Seok-Jun;Cho, Gye-Chun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.24 no.3
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    • pp.231-245
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    • 2022
  • When vertical shafts are constructed in soft clay with low strength, there is a risk of basal heave, which causes the excavation surface to heave due to the low bearing capacity of the ground against the imbalance of earth pressure at the excavation surface. Methods of deriving a safety factor have been proposed to evaluate the stability against the basal heave. However, there are limitations in that it is difficult to accurately evaluate the heave stability because many assumptions are included in the theoretical derivation. In this study, assuming that a circular vertical shaft is constructed in soft clay, the existing safety factor equation proposed through a theoretical approach was supplemented. Bearing capacity according to the shaft geometry, inhomogeneity of the soil, and the effect of soil plug were considered theoretically and applied in a previous safety factor equation. A three-dimensional numerical analysis was conducted to simulate the occurrence of basal heave and review the supplemented equation through various case studies. Several series of case studies were conducted targeting various factors affecting heave stability. It was verified that the additionally considered characteristics were properly reflected in the supplemented equation. Furthermore, the effects of each factor constituting the safety factor equation were examined using the results of the numerical analysis performed by simulating various cases. It was confirmed that considering the undrained shear strength increment according to depth had the most significant effect on the calculation of the safety factor.

Development of a Mock-up of Heaving Line Launcher to Support the Recovery of Unmanned Surface Vehicle (무인선 회수 지원을 위한 히빙라인 발사장치 목업 개발)

  • Kim, Yeon-Gyu;Kim, Sun-Young;Ryu, Gye-Hyoung
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2015.10a
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    • pp.73-74
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    • 2015
  • In the world the interests about a unmanned surface vehicle(USV) are growing up. However it is difficult to launch and recover a USV because of no men on board of USV. And it is more difficult in recovery than launch of USV. So in this research the heaving line launcher was developed to support the recovery of USV easier. And a mock-up was manufactured to validate for adoption to the USV. The muck-up is composed of launcher pipe, remote trigger, air tank, tow shell and heaving line. Tests in land using the mock-up were carried out. The forces by the heaving line launcher to USV were measured by a measuring table during the tests in land. In this paper the development of a mock-up of heaving line launcher, tests in land and the measured forces during tests are presented.

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A study for calculating factor of safety against basal heave during circular vertical shaft excavation in clay considering 3D shape (3차원 형상을 고려한 점성토 지반 원형 수직구 굴착 중 히빙에 대한 안전율 산정을 위한 연구)

  • Kang, Seok-Jun;Cho, Gye-Chun;Kim, Jung-Tae;Kim, Han-Sung;Hong, Eun-Soo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.4
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    • pp.717-729
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    • 2018
  • Considering the stability of the ground in the process of excavation design is essential because there is a risk of basal heave due to the load of the surrounding ground during the vertical excavation. However, calculation of the factor of safety for basal heave should be performed with two-dimensional equation, and the equation cannot reflect three-dimensional shape of vertical excavation. In this study, an equation for factor of safety for the basal heave was proposed with considering the effect of three-dimensional shape. It is confirmed that the equation can more appropriately reflect the basal heave stability 3D circular vertical excavation than the existing equation. Using the equation proposed in this study, it is possible to derive an appropriate factor of safety according to the 3D excavation shape during the circular vertical shaft excavation.

An experimental study for the effect of soil plug on the basal heave stability for the vertical shaft excavation in clay (점성토 지반 수직구 굴착 중 히빙 안정성 증가에 대한 관내토 효과에 대한 실험적 연구)

  • Kang, Seok-Jun;Cho, Gye-Chun;Kim, Jung-Tae;Cha, Yohan;Hong, Eun-Soo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.1
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    • pp.183-195
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    • 2018
  • Recently, the need for research on vertical shaft excavation is increasing with the increase of the demands for the underground and utility tunnels. As a part of the R&D project of the Ministry of Land, Infrastructure and Transport, CUT (center for utility tunnel) has developed "Ring cut method". "Ring cut method" is a method to improve the stability of the ground against the basal heave by excavator wall pre-penetration during vertical shaft excavation. In this study, the basal heave was simulated by centrifugal model test. The basal heave, ground subsidence, and ground deformation of surrounding ground were analyzed by soil plug effect from wall pre-penetration. It was found that the soil plug could control the basal heaving and ground subsidence, and verified that the 'Ring cut method' could be a good countermeasure for the ground stability against the basal heave.

Study on the Thrust Generation of a Flat Plate in Heave Oscillation Using a Lattice-Boltzmann Method (격자볼츠만 법을 사용한 히브진동 운동하는 평판에서의 추력발생 연구)

  • An, Sang-Joon;Kim, Yong-Dae;Maeng, Joo-Sung;Lee, Jong-Shin;Han, Cheol-Heui
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.35 no.5
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    • pp.397-403
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    • 2007
  • Insect and birds in nature flap their wings to generate fluid dynamic forces that are required for locomotion. To develop a feasible flapping MAV, it is of crucially important to study the fundamental relations between flapping motion and thrust generation. In this paper, the onset conditions of the thrust generation of a heaving flat plate is investigated using a Lattice-Boltzmann method. For a fixed heaving amplitude of h/C=0.5, the effect of reduced frequency on the thrust generation is investigated. For several values of heaving amplitude(h/C=0.25, 0.325, 0.50), the effect of reduced frequency on the thrust generation is also investigated. It can be said that Strouhal number is more important rather than reduced frequency in case of thrust generation. It is found that the critical Strouhal number over which the flat plate starts to produce thrust is around 0.1. Thrust is an exponential function of the Strouhal number.

The Stability of Excavated Soft Ground Supported by Sheet-pile Walls (강널말뚝 흙막이벽으로 시공된 굴착연약지반의 안정성)

  • Hong Won-Pyo;Kim Dong-Uk;Song Young-Suk
    • Journal of the Korean Geotechnical Society
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    • v.21 no.1
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    • pp.5-14
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    • 2005
  • Based on the field measuring data obtained from excavation sections in Inchon International Airport project, the relationships between the horizontal displacement of sheet-pile walls and the deformations of soft ground around the excavation were investigated. The horizontal displacements of walls according to supporting method occur, and the displacements were found to become larger in the order of anchors, anchors with struts, and struts. The depths of maximum horizontal displacement are varied with supporting systems. If the stability number shows lower than ${\pi}$, the maximum horizontal displacement and the velocity of maximum horizontal displacement are respectively developed less than $1\%$ of excavation depth and 1mm/day. When the stability number shows lower than ${\pi}+2$, the maximum horizontal displacement and the velocity are respectively developed less than $2.5\%$ of excavation depth and 2mm/day. Also, when the stability number shows more than ${\pi}+2$, the maximum horizontal displacement and the velocity rapidly increase. Also, the maximum horizontal displacement is found to increase rapidly when N value is less than 10. The maximum horizontal displacement increases with decreasing the factor of safety against basal heave (Terzaghi, 1943), and the maximum horizontal displacement is found to increase rapidly when the factor of safety against basal heave is greater than 2.0. This value can be proposed as the criterion for the factor of safety against basal heave in Korea.

Flapping Propulsion of Oscillating Flat Plates (진동하는 평판들에서의 플래핑 추진)

  • Ahn, June-Sung;Han, Cheol-Heui;Kim, Chang-Hee;Cho, Jin-Soo
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.32 no.10
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    • pp.118-126
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    • 2004
  • The propulsive characteristics of oscillating flat plates are investigated using a discrete vortex method. The plates and their wakes are represented by discrete point vortices. To analyze the closely coupled aerodynamic interference between the plates, a vortex core model and a vortex core addition scheme are combined. A calculated wake shape for a flat plate in heaving oscillation is compared with flow visualization. The effect of wake shapes on the propulsive characteristics of the plates in pitching oscillation is investigated. The propulsive characteristics of oscillating plates with three cases (1. one is stationary and another is oscillating, 2. both oscillating in phase, 3. both oscillating out of phase) are calculated. The plates oscillating out of phase showed the largest thrust force among the three cases.

Unsteady Aerodynimic Analysis of an Aircraft Using a Frequency Domain 3-D Panel Method (주파수영역 3차원 패널법을 이용한 항공기의 비정상 공력해석)

  • 김창희;조진수;염찬홍
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.18 no.7
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    • pp.1808-1817
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    • 1994
  • Unsteady aerodynamic analysis of an aircraft is done using a frequency domian 3-D panel method. The method is based on an unsteady linear compressible lifting surface theory. The lifting surface is placed in a flight patch, and angle of attack and camber effects are implemented in upwash. Fuselage effects are not considered. The unsteady solutions of the code are validated by comparing with the solutions of a hybrid doublet lattice-doublet point method and a doublet point method for various wing configurations at subsonic and supersonic flow conditions. The calculated results of dynamic stability derivatives for aircraft are shown without comparision due to lack of available measured data or calculated results.

Study on Unsteady Forces Acting on a Heaving Foil (히빙운동익에 작용하는 비정상 유체력 특성)

  • Yang, Chang-Jo;Kim, Beom-Seok;Choi, Min-Seon;Lee, Young-Ho
    • Proceedings of the Korean Society of Marine Engineers Conference
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    • 2005.06a
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    • pp.222-227
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    • 2005
  • A Flapping foil produces an effective angle of attack, resulting in a normal force vector with thrust and lift components, and it can be expected to be a new highly effective propulsion system. A heaving foil model was made and it was operated within a circulating water channel at low Reynolds numbers. The unsteady thrust and lift acting on the heaving foil were measured simultaneously using a 6-axis force sensor based on force and moment detectors. We have been examined various conditions such as heaving frequency and amplitude in NACA 0010 profile. The results showed that thrust coefficient and efficiency increased with reduced frequency and amplitude. We also presented the experimental results on the unsteady fluid forces of a heaving foil at various parameters.

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