• Title/Summary/Keyword: Spiral test

Search Result 195, Processing Time 0.019 seconds

A Study on Yaw-checking and Course-keeping Ability of Directionally Unstable Ships

  • Sohn, Kyoung-Ho;Yang, Seung-Yeul;Lee, Dong-Sub;Bae, Jun-Young
    • Journal of Navigation and Port Research
    • /
    • v.27 no.6
    • /
    • pp.631-638
    • /
    • 2003
  • Yaw-checking and course-keeping ability in IMO's ship manoeuvrability standards are reviewed from the viewpoint of safe navigation. Three kinds of virtual series-ships, which have different course instability, are taken as test models. The numerical simulation on Z-test is carried out in order to examine the correlation between known manoeuvrability in spiral characteristics and various kinds of overshoot angle. Then simulator experiments are executed with series-ships in a curved, narrow waterway by six operators(five active pilots and one ex-captain) in order to examine the correlation between known manoeuvrability and degree of manoeuvring difficulty. IMC criteria for yaw-checking and course-keeping ability are discussed and revised criteria are proposed.

Bond Properties of Polymer Cement Mortar to Reinforced Steel Bar (폴리머 시멘트 몰탈의 철근 부착특성 평가)

  • Park, Dong-Cheon;Cho, Gyu-hwan
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2013.11a
    • /
    • pp.106-107
    • /
    • 2013
  • The purpose of this study is to characterize the bonding properties between reinforced bar and re-emulsion polymer cement mortar through the pull off test. The properties of polymer cement mortar before and after hardening were measured. Spiral reinforced steel bar was used to control the brittleness fracture of test specimens. In addition polymer content as experimental factors, the types of reinforced bar and corrosion were considered as well. Non linear FEM analysis was carried out to expect the behavior of bonding interface under the certain load.

  • PDF

Air Density Measurement in a Narrow Test Section Using a Laser Absorption Spectroscopy (레이저 흡수 분광법을 사용한 좁은 시험 구간 내 공기 밀도 측정)

  • Shim, Hanseul;Jung, Sion;Kim, Gyeongrok;Park, Gisu
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.49 no.11
    • /
    • pp.893-900
    • /
    • 2021
  • In this study, air density in a narrow test section is measured using a laser absorption spectroscopy system that detects oxygen absorption lines. An absorption line pair at 13156.28 and 13156.62 cm-1 are detected. A gas chamber with a height of 40 mm is used as a narrow test section. A triangular spiral-shaped laser path is applied in the gas chamber to amplify absorption strength by extending laser beam path length. A well-known logarithm amplifier and a secondary amplifier are used to electrically amplify absorption signal. An AC-coupling is applied after the logarithm amplifier for signal saturation prevention and noise suppression. Procedure of calculating spectral absorbance from output signal is introduced considering the logarithm amplifier circuit configuration. Air density is determined by fitting the theoretically calculated spectral absorbance to the measured spectral absorbance. Test conditions with room temperature and a pressure range of 10~100 kPa are made in a gas chamber using a Bourdon pressure gauge. It is confirmed that air density in a narrow test section can be measured within a 16 % error through absorption signal amplification using a triangular spiral-shaped beam path and a logarithm amplifier.

A Study on the Failure Behavior of the Reinforced Earth Wall Structures according to the Deformed Types of the Face (전면부 변형형태에 따른 보강토 벽체 구조물의 파괴거동에 관한 연구)

  • 김준석;이상덕
    • Journal of the Korean Geotechnical Society
    • /
    • v.15 no.4
    • /
    • pp.167-173
    • /
    • 1999
  • In this paper the failure behavior of the reinforced earth retaining wall structures according to the deformed types of the face was studied by model test using carbon rods. In model test the behavior of the face for the model of the reinforced earth wall was divided into three cases : the displacement of the top part(case 1), the lateral displacement(case 2) and the displacement of the lower part (case 3). The photographic method was applied to examine the failure line of the deformed wall with the naked eye. The failure line shows a parabolic shape for case 1, a large circular arc for case 2 and a logarithmic spiral for case 3 in the experimental results. The design failure line for the coherent gravity structure hypothesis was most similar to the failure line for the case of the lower part displacement.

  • PDF

A Simulator Study on Yaw-checking and Course-keeping Ability of Directionally Unstable Ships (침로불안정한 선학의 변침 및 보침 성능에 관한 시뮬레이터 연구)

  • Sohn Kyoungho;Lee Dongsub
    • Proceedings of KOSOMES biannual meeting
    • /
    • 2003.11a
    • /
    • pp.141-148
    • /
    • 2003
  • Yaw-checking and course-keeping ability in IMO's ship manoeuvrability standards is reviewed from the viewpoint cf sole navigation Three kinds of virtual series-ships, which have different course instability, are taken as test models. The numerical simulation on Z-test is carried out in order to examine the correlation between known manoeuvrability in spiral characteristics and various kinds of overshoot angle. Then simulator experiments are executed with series-ships in a curoed, narrow waterway by six operators(five active pilots and one ex-captain) in order to examine the correlation between known manoeuvrability and degree of manoeuvring difficulty. IMO criteria for yaw-checking and course-keeping ability are discussed and revised criteria are proposed.

  • PDF

Condensation and evaporation heat transfer characteristics of HFC-134a in a horizontal smooth and a micro-finned tube (수평 평활관과 마이크로핀 관내에서 HFC-134a의 응축 및 증발열전달 특성)

  • Lee, Sang-Cheon;Park, Byeong-Deok;Han, Un-Hyeok;Lee, Jae-Hui
    • Transactions of the Korean Society of Mechanical Engineers B
    • /
    • v.20 no.5
    • /
    • pp.1725-1734
    • /
    • 1996
  • Experimental condensation and evaporation heat transfer coefficients were measured in a horizontal smooth tube and a horizontal micro-finned tube with HFC-134a. The test sections are straight, horizontal tubes with have a 9.52mm outside diameter and about 5000mm long. The micro-finned tube had 60 fins with a height of 0.12mm and a spiral angle of 25.deg.. The condensation test section was a double-pipe type with counter flow configuration. The evaporation test section employed an electic heating method. Enhancement factors which is defined as a ratio of the heat transfer coefficient for micro-finned tube to that for smooth tube, varied from 1.3 to 1.6(mass flux:110~190kg/m$^{2}$s) for condensation and 1.2 to 1.5 (mass flux:70~160kg/m$^{2}$s) for evaporation. The experimental data of condensation and evaporation heat transfer coefficients were compared to several empirical correlations. Based on these comparisons, modified correlations of the condensation and evaporation heat transfer coefficient for both smooth and micro-finned tubes were proposed.

Constant amplitude fatigue test of high strength bolts in grid structures with bolt-sphere joints

  • Yang, Xu;Lei, Honggang
    • Steel and Composite Structures
    • /
    • v.25 no.5
    • /
    • pp.571-579
    • /
    • 2017
  • The grid structure with bolt-sphere joints is widely adopted by industrial plants with suspending crane. The alternating reciprocating action of the suspending crane will cause fatigue problems of the grid structure with bolt-sphere joints with respect to the rod, the cone, the sealing plate, the bolt ball and the high strength bolt; while the fatigue of the high strength bolt is the key issue of fatigue failure. Based on efficient and smooth loading equipment with the AMSLER fatigue testing machine, this paper conducted a constant amplitude fatigue test on 18 M20 and 14 M30 high strength bolts with 40Cr material, and obtained 19 valid failure points, 9 unspoiled points with more than 2 million cycles, and 4 abnormal failure points. In addition, it established the constant amplitude fatigue design method, ${[{\Delta}{\sigma}]_{{2{\times}10}}{^6=58.91MPa}$, and analyzed the stress concentration and the fatigue fracture of high strength bolts. It can be explained that the geometrical stress concentration of high-strength bolt caused by spiral burr is severe.

Measurement of temperature change on coil column unit using FBG sensors during thermal response test: A study for geothermal energy system

  • Young-Sang Kim;Duc-Thang Hoang;Gyeong-O Kang;Ba Huu Dinh
    • Smart Structures and Systems
    • /
    • v.34 no.1
    • /
    • pp.41-50
    • /
    • 2024
  • The accurate measurement of temperature in the ground source heat pump system is crucial for assessing the thermal response of the system and validating the numerical model for parametric study, which is necessary for the thermal performance evaluation of the geothermal energy system. Conventional temperature sensors have some disadvantages such as they are difficult to install, and their position can be shifted during the backfill process of the ground heat exchanger. In this study, Fiber Bragg Grating (FBG) sensors were used to measure the temperature change of a recently developed ground heat exchanger (Coil Column Unit, CCU). FBG sensors were first calibrated in a thermal chamber alongside a correlation sensor (RTD sensor). The calibrated sensors were then mounted on the pipe surface at each spiral of the CCU to measure how temperature changes during the in-door mockup thermal response test. Finally, the measurement results of the FBG sensors were verified with a finite element coded program. The results indicated that the temperature difference between the numerical analysis and the experiment was less than 1%, which is significantly lower than that of the previous study using the RTD sensors. Therefore, it is feasible to apply FBG sensors for temperature measurement during the operation of the TRT of the geothermal energy system.

Evaluation of Ground Characteristic Using the New Developed Screw Plate Load Test Device (새롭게 개발된 스크류재하시험장치를 이용한 지반특성 파악)

  • Lee, Nam-Woo;Hwang, Woong-Ki;Choi, Yong-Kyu;Kim, Tae-Hyung
    • Journal of the Korean Geotechnical Society
    • /
    • v.27 no.3
    • /
    • pp.5-17
    • /
    • 2011
  • Sampling disturbance can often introduce considerable errors in the laboratory estimation of geotechnical properties of soils. Accordingly, it causes inappropriative results in analysing field behavior. Therefore, a screw plate load test, one of in-situ test technique, is developed in this study, because in-situ testing techniques have advantages for the estimation of reliable geotechnical parameters. The screw plate load test, which was modified from the plate load test, conducts an experiment underneath ground by inserting a spiral type of auger screw. In this study, the structure and characteristics of the screw plate load test device are introduced in detail and the reliability of the device is examined through the analysis of the laboratory test results.

Experimental Study on Behavior of Confined Concrete with Electric Arc Furnace Oxidizing Slag Aggregates (전기로 산화 슬래그 골재를 사용한 콘크리트의 횡 구속 거동에 관한 실험적 연구)

  • Kim, Sang-Woo;Lee, Jung-Mi;Lee, Yong-Jun;Jung, You-Jin;Kim, Kil-Hee
    • Journal of the Korea Concrete Institute
    • /
    • v.23 no.2
    • /
    • pp.195-201
    • /
    • 2011
  • This paper estimates the structural performance of spirally confined concrete having electric arc furnace (EAF) oxidizing slag aggregates. The EAF oxidizing slag is a by-product generated from iron and steel industry. The EAF oxidizing slag have been largely put to low-value-added uses due to its expansive properties of the free-CaO and free-MgO. Recently, this problem has been solved by the advances in steelmaking technology and thereby stabilizing EAF oxidizing slag aggregate. To verify the application of the EAF oxidizing slag aggregate to the structural concrete usage, a total of 27 cylindrical specimens with a diameter of 150 mm and a height of 300 mm were cast and tested. The test parameters were aggregate type and spiral reinforcement yield strength. Experimental results showed that the structural performance of specimens with EAF oxidizing slag aggregates was equivalent to that of confined concrete with natural aggregates.