• 제목/요약/키워드: Experimental formula

검색결과 1,069건 처리시간 0.022초

폭풍압 및 소음의 실측치와 예측치의 상관관계 검토 (Study of Interrelation between the Predicted and Measured Results of Air Blast and Blast Noise)

  • 박준호;강추원
    • 화약ㆍ발파
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    • 제25권2호
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    • pp.35-46
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    • 2007
  • 발파는 지반굴착 시 경제적으로 우수하고 과정이 간편하기 때문에 다양한 지반시설, 건축물에 널리리 적용된다. 발파에 의한 지반진동은 많은 실험과 연구로 제시되었지만 폭풍압에 의한 환경적 영향은 간과 하는 경향이 있다. 환경문제 대립의 경우에 지나치게 민감하고 논쟁의 여지가 있는 구조물에 대한 소음은 발파분야에서 무시되는 경향이 있다. 이에 비추어 이 연구는 폭풍압의 예상 진행방향을 조사하였다. 실제 폭풍압과 소음을 추정한 다음 회귀분석을 사용한 지발당 장약량에 기초를 두고 확실한 추정식을 만들었다. 추정식과 실제 결과치의 비교는 추정식의 타당성을 결정하는데 도움이 될 것이다.

부유식 해상풍력발전기의 자세제어장치 개발을 위한 환형 실린더 탱크의 슬로싱 실험 (Experiment on Sloshing of Annular Cylindrical Tank for Development of Attitude Control Devices of Floating Offshore Wind Turbines)

  • 서명우;정의봉;조진래
    • 한국소음진동공학회논문집
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    • 제23권1호
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    • pp.25-33
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    • 2013
  • The floating offshore wind turbines are usually exposed to the wave and wind excitations which are irregular and undirected. In this paper, the sloshing characteristics of annular cylindrical tank were experimentally investigated to reduce the structural dynamic motion of floating offshore wind turbine which is robust to the irregular change of excitation direction of wind and wave. The formula for the natural sloshing frequencies of this annular cylindrical tank was derived theoretically. In order to validate this formula, the shaking equipment was established and frequency response functions were measured. Two types of tank were considered. The first and second natural sloshing frequencies were investigated according to the depth of the water. It has been observed that between theoretical and experimental results shows a good agreement.

S.I. 엔진의 사이클 시뮬레이션 및 이의 확인 실험 (A cycle simulation of the S.I. engine and it's verification test)

  • 목희수;김승수
    • 오토저널
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    • 제10권6호
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    • pp.72-84
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    • 1988
  • Engine performance is one of the main objectives specified at the beginning of a new engine design project. The cycle simulation for SI engine is based on the zero-dimensional gas exchange model and a heat release expression by Viebe. This program also requires minimum input data and takes only a short time to run. Heat transfer from cylinder transfer formula. The flow coefficient (effective area) is calculated from valve lift using the standard flow coefficient curve and engine friction is calculated from the Millington and Hartles' engine friction formula. The chemical species considered in burned gas are 6 species CO, CO, H$_{2}$, H$_{2}$O, $O_{2}$, N$_{2}$ and the cylinder pressure, homogeneous cylinder temperature, gas composition and burned fraction are calculated at each crank angle through the cycle. To check the validity and accuracy, experimental study was done with 3 engines for measuring cylinder pressure, indicated mean effective pressure, brake mean effective pressure and air flow rate, etc. Despite its simple assumptions, cycle simulation showes excellent breathing and performance correlation when compared with data of tested engines, and have been proved useful in engine design.

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십자형 필렛 용접 이음의 피로균열 에 대한 파괴 역학적 고찰 (A Study on the fracture Mechanical Behavior of Cruciform Welded Joint With Fracture Cracks)

  • 엄동석;강성원;유덕상
    • Journal of Welding and Joining
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    • 제1권1호
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    • pp.37-46
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    • 1983
  • This paper describes a study of fillet welded joint stressed perpendicular to the weld line. The finite element method was used to determine the stress intensity factor for cruciform joint at weld toe and root cracks according to variation of H/Tp, weld angle and main plate thickness. But, in this study, weld angle was fixed at 45.deg., since the variation of weld angle affect the stress intensity factor little, also main plate thickness was fixed. Pulsating tension fatigue test was done at the second phase of experiment. The work using the concepts of the fracture mechanics on the stable crack growth, was in the correlation of the experimental fatigue stress-life behavior because the fatigue behaviors of various joint geometries are related to the stress intensity factors calculated by F.E.M. analysis. Main results obtained are summarized as follows. 1) According to the propagation of toe crack, the variation of the stress intensity factor at root crack is obvious as H/Tp is smaller. 2) According to the propagation of root cracks, the change of the stress intensity factor of the toe is very large with propagation of root crack. 3) The calculation formula of the stress intensity factor of crack propagation at the root crack was obtained. 4) The calculation formula of the stress intensity factor at the toe cracks was obtained in similar manner. 5) From the results of experiment, the velocity of fatigue crack propagation at the weld toe and root was estimated.

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활주선의 하중 및 무게 중심 위치 변화가 항주 자세에 미치는 영향에 대한 연구 (A Study on the Effects of Weight and Center of Gravity of a Planing Craft on Running Attitude)

  • 김동진;이기표;박한솔
    • 대한조선학회논문집
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    • 제46권3호
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    • pp.335-342
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    • 2009
  • Motion characteristics of a planing craft are sensitively changed according to its weight and longitudinal center of gravity. In this paper, planing craft model tests were performed in calm water for various test conditions and Froude numbers. Sinkage and trim were measured to analyze the relations between the attitudes of a planing craft and the weight and center of gravity of it. Theoretical formula for the prediction of the attitudes of a prismatic planing hull was modified so that it can be applied to the prediction of the attitudes of a non-prismatic planing hull, and the calculation results by the modified formula were in good agreements with the experimental data.

폴리머 콘크리트 샌드위치 패널의 휨에 관한 실험적 연구 (An Experimental Study on the Flexural Deflection of Sandwich Panels with Polymer Concrete Facings)

  • 함형길;이석건;연규석;이현우;이종원
    • 한국농공학회지
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    • 제39권1호
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    • pp.54-63
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    • 1997
  • The purpose of this study is to analyse deformation properties by carrying out of flexure experimentations after fabricating polymer concrete sandwich panels which are composed of the polymer concrete in facing and expanded polystyren in cores, and to provide the basic data necessary to design, fabricate and operate the structure using these polymer concrete sandwich panels The analysed result of this study is summarized as follows. 1. The result of experiment on flexural deflection indicated that the thicker the thickness of both cores and facing of the polymer concrete sandwich panels, the smaller the deflection but the larger the ultimate shear force. In addition, it was also shown that the thicker the thickness of these cores and facing, the smaller the increasing rate of the deflection with the increase of load. 2. The breaking shape of polymer concrete sandwich panels by experiment on flexure was different according to the thickness of facing. When the facing was 5mm in thickness, it was the flexure while it was the flexure and shear failure when the facing was 5mm in thickness. As a result, it seems that the thickness of the facing has a great effect on failure. 3. There were induced not only the related formula between load, deflection and deformation according to the thickness of cores and facing on the basis of the flexure experiment, but also formula between load, horizontal displacement, Then, it seems that it will be possible to estimate the above elements by using these related formulas.

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A New Resonance Prediction Method of Fabry-Perot Cavity (FPC) Antennas Enclosed with Metallic Side Walls

  • Kim, Dong-Ho;Yeo, Jun-Ho
    • Journal of electromagnetic engineering and science
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    • 제11권3호
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    • pp.220-226
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    • 2011
  • We have proposed a new method to accurately predict the resonance of Fabry-Perot Cavity (FPC) antennas enclosed with conducting side walls. When lateral directions of an FPC antenna are not blocked with metallic walls, the conventional technique is accurate enough to predict the resonance of the FPC antenna. However, when the FPC antenna has side walls, especially for case with only a short distance between the walls, the conventional prediction method yields an inaccurate result, inevitably requiring a tedious, time-consuming tuning process to determine the correct resonant height to provide the maximum antenna gain in a target frequency band using three-dimensional full-wave computer simulations. To solve that problem, we have proposed a new resonance prediction method to provide a more accurate resonant height calculation of FPC antennas by using the well-known resonance behavior of a rectangular resonant cavity. For a more physically insightful explanation of the new prediction formula, we have reinvestigated our proposal using a wave propagation characteristic in a hollow rectangular waveguide, which clearly confirms our approach. By applying the proposed technique to an FPC antenna covered with a partially reflecting superstrate consisting of continuously tapered meander loops, we have proved that our method is very accurate and readily applicable to various types of FPC antennas with lateral walls. Experimental result confirms the validness of our approach.

Initial stiffness and moment capacity assessment of stainless steel composite bolted joints with concrete-filled circular tubular columns

  • Wang, Jia;Uy, Brian;Li, Dongxu
    • Steel and Composite Structures
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    • 제33권5호
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    • pp.681-697
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    • 2019
  • This paper numerically assesses the initial stiffness and moment capacity of stainless steel composite bolted joints with concrete-filled circular tubular (CFCT) columns. By comparing with existing design codes including EN 1993-1-8 and AS/NZS 2327, a modified component method was proposed to better predict the flexural performance of joints involving circular columns and curved endplates. The modification was verified with independent experimental results. A wide range of finite element models were then developed to investigate the elastic deformations of column face in bending which contribute to the corresponding stiffness coefficient. A new design formula defining the stiffness coefficient of circular column face in bending was proposed through regression analysis. Results suggest that a factor for the stiffness coefficient of endplate in bending should be reduced to 0.68, and more contribution of prying forces needs to be considered. The modified component method and proposed formula are able to estimate the structural behaviour with reasonable accuracy. They are expected to be incorporated into the current design provisions as supplementary for beam-to-CFCT column joints.

Pool fire에서의 화염의 높이 계산에 관한 실험식의 비교연구 (Comparative study of experimental equations on measurement of fire hight on pool fire)

  • 황운기;권창희
    • 대한안전경영과학회지
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    • 제19권1호
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    • pp.9-13
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    • 2017
  • In this study, the height of the flame required to estimate the heat flow path and flame spread in pool fire has been applied by the empirical formula, but it is calculated without applying the pressure and temperature parameters of the fire room. Until now, the height of the flame applied to pool fire was $l_F=0.235Q^{2/5}-1.02D$ in the Heskestad empirical formula, but accurate temperature calculation was not possible due to the temperature and pressure which are not influenced by the flame height. Therefore, applying the temperature and pressure around it can calculate the exact flame height, which can be applied to fire investigation and fire dynamics. The structure of the flame is divided into a continuous flame, an intermittent flame, and a buoyancy flame, but it is assumed that the flame height is calculated from the visual aspect to the intermittent flame region, and the temperature of the buoyancy flame is very low. The effect of heat of vaporization on the height of flame was investigated. The results showed that flame height was different according to the pressure and temperature around the fire room.

함정용 고장력 판재의 방호한계속도 추정을 위한 간이 실험식 (Simplified Formula for Predicting the Ballistic Limit Velocity of High Strength Shipbuilding Steel Plates Based on Experimental Data)

  • 문석준;김원;송진섭;최종민
    • 대한조선학회논문집
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    • 제58권5호
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    • pp.322-329
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    • 2021
  • Naval ships are designed to have a variety of active and passive systems to defend against enemy threats. One of the passive defense systems is to protect crew members and core equipment against the threat by using the outer plate of the equipment. This study was intended to deal with design methods against small arms ammunition and fragments. The Korea Institute of Machinery and Materials has measured the ballistic limit velocity of two types of high-tensile plate materials (AH36 and EH36) widely used in ships and offshore structures through tests in cooperation with various related organizations, and the result data is continuously accumulated. Based on the accumulated test results and data, such as mil test certificates of plate materials, it is intended to estimate the protection limit speed of high-tensile plates and to develop a simple calculating formula that can be used in the early design stage.