• 제목/요약/키워드: High-velocity impact

검색결과 435건 처리시간 0.031초

연료 제트의 두 액적간의 충돌기구에 관한 실험적 연구 (Experimental Investigation of Collision Mechanisms Between Binary Droplet of Fuel Jet)

  • 이근희;김사엽;이창식
    • 한국분무공학회지
    • /
    • 제13권4호
    • /
    • pp.187-192
    • /
    • 2008
  • In this study, the mechanisms of binary droplet collision were studied with diesel, ethanol and purified water. The droplet collisions of liquid droplet have been investigated for the same droplet diameter. In order to obtain the digital images of the droplet collision behavior, the experimental equipment was composed of the droplet generating system and the droplet visualization system. The droplets were produced by the vibrating orifice monodisperse generator. The visualization system consisted of a long distance microscope, a light source, and a high speed camera. The outcomes of binary droplet collision can be divided into four regimes, bouncing, coalescence, reflexive separation and stretching separation. The impact angle and the relative velocity of binary droplet are main parameters of collision phenomena, so the transition mechanism of droplet collision can be divided by the impact parameter.

  • PDF

천수에서의 슬래밍 현상에 대한 실험적 연구 (An Experimental Study on Shallow Water Effect in Slamming)

  • 강효동;오승훈;권순홍
    • 한국해양공학회지
    • /
    • 제23권1호
    • /
    • pp.60-66
    • /
    • 2009
  • This study presents an experimental investigation of the shallow water impact of a box type structure. The analysis was done based on the video images captured by a high speed camera, the flow field obtained by PIV (Particle Image Velocimetry), and pressure measurements in the divided region. The video images showed quite good agreement with the description given by Korobkin. The PIV measurements of the velocity field provided a clear view of the flow pattern for all three stages. The pressure was measured at the bottom of the tank with strain gauge type pressure gauges. The pressure measurements showed the characteristics of divided regions.

Wave propagation in a concrete filled steel tubular column due to transient impact load

  • Ding, Xuanming;Fan, Yuming;Kong, Gangqiang;Zheng, Changjie
    • Steel and Composite Structures
    • /
    • 제17권6호
    • /
    • pp.891-906
    • /
    • 2014
  • This study aims to present a three dimensional finite element model to investigate the wave propagation in a concrete filled steel tubular column (CFSC) due to transient impact load. Both the concrete and steel are regarded as linear elastic material. The impact load is simulated by a semi sinusoidal impulse. Besides the CFSC models, a concrete column (CC) model is established for comparing under the same loading condition. The propagation characteristics of the transient waves in CFSC are analyzed in detail. The results show that at the intial stage of the wave propagation, the velocity waves in CFSC are almost the same as those in CC before they arrive at the steel tube. When the waves reach the column side, the velocity responses of CFSC are different from those of CC and the difference is more and more obvious as the waves travel down along the column shaft. The travel distance of the wave front in CFSC is farther than that in CC at the same time. For different wave speeds in steel and concrete material, the wave front in CFSC presents an arch shape, the apex of which locates at the center of the column. Differently, the wave front in CC presents a plane surface. Three dimensional effects on top of CFSC are obvious, therefore, the peak value and arrival time of incident wave crests have great difference at different locations in the radial direction. High-frequency waves on the waveforms are observed. The time difference between incident and reflected wave peaks decreases significantly with r/R when r/R < 0.6, however, it almost keeps constant when $r/R{\geq}0.6$. The time duration between incident and reflected waves calculated by 3D FEM is approximately equal to that calculated by 1D wave theory when r/R is about 2/3.

임계값 기반 충격 전 낙상검출 및 실제 노인 데이터셋을 사용한 검증 (Threshold-based Pre-impact Fall Detection and its Validation Using the Real-world Elderly Dataset)

  • 김동권;이승희;구범모;양수민;김영호
    • 대한의용생체공학회:의공학회지
    • /
    • 제44권6호
    • /
    • pp.384-391
    • /
    • 2023
  • Among the elderly, fatal injuries and deaths are significantly attributed to falls. Therefore, a pre-impact fall detection system is necessary for injury prevention. In this study, a robust threshold-based algorithm was proposed for pre-impact fall detection, reducing false positives in highly dynamic daily-living movements. The algorithm was validated using public datasets (KFall and FARSEEING) that include the real-world elderly fall. A 6-axis IMU sensor (Movella Dot, Movella, Netherlands) was attached to S2 of 20 healthy adults (aged 22.0±1.9years, height 164.9±5.9cm, weight 61.4±17.1kg) to measure 14 activities of daily living and 11 fall movements at a sampling frequency of 60Hz. A 5Hz low-pass filter was applied to the IMU data to remove high-frequency noise. Sum vector magnitude of acceleration and angular velocity, roll, pitch, and vertical velocity were extracted as feature vector. The proposed algorithm showed an accuracy 98.3%, a sensitivity 100%, a specificity 97.0%, and an average lead-time 311±99ms with our experimental data. When evaluated using the KFall public dataset, an accuracy in adult data improved to 99.5% compared to recent studies, and for the elderly data, a specificity of 100% was achieved. When evaluated using FARSEEING real-world elderly fall data without separate segmentation, it showed a sensitivity of 71.4% (5/7).

2차원 수치모형을 이용한 수공구조물 설치에 따른 수리학적 흐름 영향 평가 (Assessment for Characteristics of Flow According to Installing Hydraulic Structures by 2-D Numerical Model)

  • 최승용;남기영;한건연
    • 환경영향평가
    • /
    • 제20권6호
    • /
    • pp.797-813
    • /
    • 2011
  • Frequently occurring flood and drought due to abnormal climate and global warming have increased the necessity of an effective water resources control and management of river flows. The various hydraulic structures are constructed in river as part of an effective water resources management. It is very important to analyse characteristics of flow according to installing hydraulic structures in this situations. The objective of this study is to investigate the hydraulic behaviors of flow considering affections of hydraulic structures using 2-D numerical model. To do this, both RMA-2 model and developed RAM2 model are used to analyse flow phenomena before and after installation of hydraulic structures in Nakdong river. As a result of, the water surface elevation at upstream regions increased about 22cm~66cm and the velocity around the structures sharply increased after installation of structures. The measures for the rise of water surface at upstream and local scour due to high velocity around the structures must be established when the structures is constructed.

헬멧의 충격응답 분석을 위한 단순진동 모델 (A Simple Vibration Model for the Imapct Response Analysis of a Helmet)

  • 최명진
    • 한국가스학회지
    • /
    • 제18권1호
    • /
    • pp.68-74
    • /
    • 2014
  • 본 연구에서는 헬멧의 충격응답을 분석하기 위한 단순진동모델을 제시하였다. 실제 헬멧 설계 및 검증과정에서 사용하는 데이터에 기반을 두고 단자유도 진동모델을 채택하였다. 충격에 의한 과도진동응답을 산출하여, 헬멧의 감쇠, 고유진동수, 충돌속도와 같은 인자들이 헬멧의 충격응답에 미치는 영향을 고찰하였다. 최대 G-가속도는 감쇠가 증가함에 따라 감소하였고, 감쇠비가 0.6 이상이 되면 최대 가속도의 값은 변화가 없었다. 고유진동수와 충돌속도에 관하여는 선형적으로 증가하였다. 두부 상해기준(Head Injury Criterion, HIC) 과 최대가속도의 관계도 제시하였다. 본 연구에서의 해석모델이 고품질 경량화 헬멧의 설계과정에서 경제성 제고에 활용될 수 있기를 기대한다.

열차 이동하중에 의한 지중 매설 가스 배관의 진동 특성 (Vibrational Characteristics of Buried Gas Pipelines under Train Moving Loads)

  • 원종화;김문겸;선진선;김미승
    • 한국가스학회지
    • /
    • 제13권1호
    • /
    • pp.1-8
    • /
    • 2009
  • 최근 열차의 고속화로 인하여 열차주행에 따른 진동은 중, 저속의 경우에 비하여 상당히 커졌으며, 이에 따라 지중매설배관은 끊임없는 충격하중과 반복하중에 노출되어 있어 여타 지역에 매설된 관로보다 진동하중에 많은 영향을 받고 있다. 그러나 기존의 설계나 해석과정에 충격계수를 이용하거나, 정하중을 받는 매설배관의 정해를 이용하는 방법으로는 이러한 진동의 영향이 충분히 반영되지 못하고 있는 실정이다. 본 연구에서는 동해석을 통한 배관의 위험단면에 대한 설계하중에서의 안정성 분석에 주안점을 두고, 각 배관의 매설 조건과 열차의 주행 조건에 따른 배관의 거동 특성을 분석하였다.

  • PDF

스퀴즈필름효과를 고려한 인공심장밸브의 닫힘시 동적거동 해석 (Dynamic Behavior Analysis of the Heart Valve Prostheses Considering Squeeze Film Effect During Closing Phase)

  • 천길정
    • 대한기계학회논문집
    • /
    • 제19권2호
    • /
    • pp.443-450
    • /
    • 1995
  • An analysis of the dynamics of a mechanical monoleaflet heart valve prosthesis in the closing phase is presented. Employing the moment equilibrium principles on the occluder motion and the squeeze film dynamics of the fluid between the occluder and the guiding strut at the instant of impact, the velocity of the occluder tip and the impact force were computed. The dynamics of fluid being squeezed between the occluder and the guiding struts is accounted for by Reynold's equation. The effect of the fluid being squeezed between the occluder and the guiding strut was to reduce the velocity of the occluder tip at the instant of valve closure as well as dampen the fluttering of the occluder before coming to rest in the fully closed position. The squeeze film fluid pressure changed rapidly from a high positive value to a relatively large negative value in less than 1 msec. The results of this study may be extended for the analysis of cavitation inception, mechanical stresses on the formed elements and valve components as well as to estimate the endurance limits of the prosthetic valves.

Shotgun & RQ Bomb시험에 의한 추진제 폭연 특성 (The Study on Solid Propellant Deflagrabillity by Shotgun & RQ Bomb Test)

  • 유지창;김창기;이경주
    • 한국추진공학회지
    • /
    • 제6권3호
    • /
    • pp.9-17
    • /
    • 2002
  • 본 연구에서는 Butacene과 ${Bi_2}{O_3}$함량 변화에 따라 혼합된 추진제 8종을 대상으로 Shotgun/RQ Bomb 시험에 의한 추진제 폭연 특성을 살펴보았다. 추진제 연소속도와 기계적 특성은 추진제 폭연 특성에 크게 영향을 줄 수 있는 인자로 알려져 있다. 바인더이면서 연소촉매로 작용하는 Butacene(Ferrocene grafted HTPB)의 함량이 5.5% 이상에서는 탄속 135 m/s에서 모두 연소되었는데, 이는 Butacene이 고속으로 충격시 매우 민감한 물질로 작용함을 알 수 있었다 시험 결과 추진제의 연소속도가 압력 1500 psia에서 25 mm/s 이하의 추진제는 UN Test Series 7c(ii) 규격을 만족하였다. 현재까지의 결과로 볼 때 추진제의 폭연 특성은 추진제의 연소속도에 의존하는 것으로 판단된다.

진동 규제기준에 따른 인체의 허용 한계거리 예측 (The Prediction of Allowable Limit Distance about Human Body by Vibration Regulation)

  • 송정언;홍웅기;김승곤
    • 환경영향평가
    • /
    • 제21권2호
    • /
    • pp.289-296
    • /
    • 2012
  • The shock vibration such as machine vibration, blasting vibration etc. has effect on nearby structure as well as human body. The purpose of this study is to predict allowable limit distance of vibration about human body. First of all, vibration velocity such as PPV, PVS was measured by shock vibration experiment, and vibration level was calculated by conversion formula of vibration velocity. And then, allowable limit distance was analyzed by converted vibration level. The results are as follows : Firstly, the correlation coefficient of converted vibration level was over R=0.94, and vibration level caused by PVS was usually represented to high curve line. Secondly, the cross point of vibration level between ground and concrete condition was represented to 66.68dB(V), and allowable limit distance was represented to difference over three times when vibration regulation was raised from 65dB(V) to 80dB(V).