• 제목/요약/키워드: Experimental formula

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SNC815 기어의 피로강도에 미치는 열처리 효과에 관한 연구 (A Study on the Effect of Heat-treatment on the Fatigue Strength of SNC815 Spur Gears)

  • 류성기;남태현;이진이
    • 열처리공학회지
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    • 제13권1호
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    • pp.21-26
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    • 2000
  • This study deals with effects of heat-treatment on the fatigue strength of SNC815 spur gears. The test gears are heat-treated by two different treatments. After carburization, one group of the test gears is quenched directly, while the other group is fumace cooled, reheated then quenched. The fatigue test at a constant stress amplitude is performed by using an electrohydraulic servo-controlled pulsating tester. The S-N curves are obtained and illustrated. By comparing the estimated strength with the experimental results, the validity of the previous experimental formula, presented by the author for estimating the fatigue strength of carburized gears, was discussed on these tested gears.

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점성 유체중에 자유낙하 하는 니들과 스프링의 거동에 관한 연구 (STUDY ON THE BEHAVIOR OF NEEDLES AND SPRINGS FALLING FREELY IN A VISCOUS FLUID)

  • 고담;서용권
    • 한국전산유체공학회지
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    • 제19권2호
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    • pp.30-39
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    • 2014
  • We report in this paper the analysis of the motion of a needle and a spring in a viscous fluid under the influence of gravitational force. Lateral shift as well as vertical motion of a needle falling in a viscous fluid has been observed from a simple experiment. We also observed the combined rotation and translation of a falling spring. The trajectory and velocity of the falling needle and the spring were obtained by using an image processing technique. We also conducted numerical simulation for both problems. For the falling-needle problem, we employed a theory; but it turns out that significant correction is required for the solutions to match the numerical and experimental data. For the falling spring problem various theoretical formula were tested for their justification, but none of the existing theories can successfully predict the numerical and experimental results.

Nonlinear shear strength of pre-stressed concrete beams

  • Rahai, Alireza;Shokoohfar, A.
    • Structural Engineering and Mechanics
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    • 제41권4호
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    • pp.441-458
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    • 2012
  • The shear strength is an important factor in the design of prestressed concrete beams. Therefore, researchers have utilized various methods to determine the shear strength of these elements for the design purposes. To evaluate some of the proposed theoretical methods, numerous models of post-tensioned beams with or without vertical prestressing are selected and analyzed using the finite element method and assuming nonlinear behavior for the materials. In this regard the validity of modeling is evaluated based on some tests results. In the second part of the study two beam specimens are built and tested and their load-deformation curve and cracking pattern are studied. The analytical results consist of compressive strut slope and mid span load deflection are compared with some experimental results, and the results of some codes' formulas. Finally comparing the results of nonlinear analysis with the experimental values, a new formula is proposed for determining strut slopes in prestressed concrete beams.

판의 찢김 손상 추정을 위한 실험 연구 (An Experimental Study on the Estimation of the Plate Tearing Damage)

  • 양박달치
    • 한국해양공학회지
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    • 제18권1호
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    • pp.41-46
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    • 2004
  • This paper describes a study on the tearing damage of a ship's bottom plating, during a grounding. It is widely known that different scaling laws are applied for bodies undergoing simultaneous plastic flow and crack propagation in the deformation of plate tearing. Specifically, the basic scaling law is not followed for the fracture. In this study, in order to verify the problem, plate cutting experiments for geometrically similar models have been performed. From the experimental results, it has been observed that the cutting forces and energy for the larger models are significantly lower than those of the smaller models. A simplified analytical method for the estimation of tearing is proposed, based on the experiments. It has been observed that the results of the present formula are highly correlated with the experiments.

석유 시추보호관의 운동특성에 관한 실험적 고찰 (An Experimental Study on the Dynamic Behavior of a Marine Riser)

  • 김용철;이판묵;홍사영
    • 한국해양공학회지
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    • 제2권1호
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    • pp.46-58
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    • 1988
  • The experimental investigations on the motion characteristics of a marine riser both in air and water were performed. The static deflections and natural frequencies of the riser in air including the effect of static offset, were obtained from the experiment. These results were compared with those of theoretical prediction by using a simple asymptotic formula. In order to investigate the nonlinear motion characteristics of the riser subject to nonlinear viscous drag and large displacement, the forced oscillation tests both in air and water were performed. In the forced oscillation tests in air, it was found that the transverse motion due to geometrical nonlinearity grows when the amplitude of in-line oscillation exceeds a certain critical value, say, order of 1-2 diameters. The planar motions of the riser in water due to vortex shedding and the geometrical nonlinearity were described. Some of these results were also compared with those of theoretical analysis, which uses a numerical perturbation technique based on the derived linear asymptotic solutions, and found to be generally in good agreement.

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Solid Element를 이용한 Carbon Sheet Tube로 구속된 원형 콘크리트 보의 비선형 해석적 연구 (A Study on Nonlinear Analysis of Circular Concrete Beams Confined by Carbon Sheet Tube Using Solid element)

  • 박연호;박진영;이경훈;홍원기;김희철
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2003년도 추계 학술발표회논문집
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    • pp.147-154
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    • 2003
  • The purpose of this study is to investigate analytically the flexural behavior characteristics of Circular concrete beams confined by carbon sheet. Nonlinear analysis method is presented to simulate the structural behavior beam models. The proposed analytical hardening models were considered the confinement effect of concrete and the tensile effect of carbon sheet in tensile region of concrete. Prandtl-Reuss numerical formula was used to nonlinear analysis of finite element models. Comparisons analytical models with experimental data obtained from flexural testing in the laboratory were presented. Analytical and experimental models show similar behavior.

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확장형 자기 구조의 다중 결합 인덕터를 적용한 역률개선회로에 관한 연구 (Study on the Power Factor Correction Circuit Applying Multiple Coupling Inductor with Expandable Integrated Magnetic Structure)

  • 유정상;길용만;안태영
    • 반도체디스플레이기술학회지
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    • 제17권1호
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    • pp.21-26
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    • 2018
  • In this paper, a multiple coupling inductor with expandable-integrated magnetic structure was proposed to enable miniaturization of external switched mode power supply (SMPS) for a large display. Inductance formula of the proposed inductor structure was derived through magnetic circuit analysis for a simple inductance designing process. The proposed inductor was applied into a 1kW class interleaved bridgeless power factor correction circuit which requires four inductors, and experimental steady state result of the circuit was compared. According to the experimental result, it was found that the proposed multiple coupling inductor shows the electrical characteristics that can replace the conventional separated inductors and is suitable for miniaturization of the SMPS since the circuit configuration is possible with one shared inductor.

Experimental study on the effects of stern bulb arrangement on the slamming load

  • Park, Jongyeol;Choi, Ju Hyuck;Lee, Hyun-ho;Rhee, Shin Hyung
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제12권1호
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    • pp.518-530
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    • 2020
  • The present study concerns the stern slamming load of container carriers, with stern bulb arrangement variation. First, a series of wedge drop tests were conducted using simple wedge models with fixed deadrise angles, and tests with the cross-section models of practical container carrier sterns were followed. The deadrise angle of the simple wedge ranged from 0° to 10°. The pressure measurement results of the simple wedge drop tests were distributed between empirical formula and analytic solution, so the experimental setup was validated. In the cases of practical hull cross-sections, the water entry of the bulb prior to that of the transom resulted in characteristic water film generation and delayed pressure peak appearance. The trapped air between the bulbs damped the pressure in the twin skeg hull case, reducing the pressure peak and causing the pressure oscillation during water entry.

Measurement of Film Thickness by Double-slit Experiment

  • Park, Soobong;Kim, Byoung Joo;Kim, Deok Woo;Cha, Myoungsik
    • Current Optics and Photonics
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    • 제5권1호
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    • pp.52-58
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    • 2021
  • We show that a simple double-slit experimental setup can be used to measure the thickness of a transparent thin film. The phase difference between the light passing through one slit covered with photoresist film and that passing through the other slit without film was estimated using the simple Fraunhofer diffraction formula for a double slit. Our method gave error of a few percent or less for film thicknesses ranging from 0.7 to 1.7 ㎛, demonstrating that a laboratory double-slit experimental setup can be utilized in practical film-thickness measurements.