• 제목/요약/키워드: critical velocity

검색결과 831건 처리시간 0.025초

실습선 한나라호에 작용하는 풍압력 및 풍압모우멘트 영향에 관한 연구 (A Study on the Effect of Wind Force and Moment Acting on T/S HANNARA)

  • 이윤석
    • 한국항해항만학회지
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    • 제31권3호
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    • pp.223-228
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    • 2007
  • 최근 선박의 대형화와 전용화가 현저하게 진행됨에 따라 갑판 상부의 구조물이 비교적 큰 컨테이너선, LNG 운반선, 자동차운반선, 여객선 등이 출현하여 운항되고 있다. 이러한 선박들이 부두에서 접 이안 또는 항내에서 저속으로 운항할 경우 바람, 조류 등과 같은 외력의 영향을 받기 쉬우며, 외력이 과도할 경우에는 압류나 회두 현상으로 인해 선박 운항에 지장을 초래할 수 있으므로 특정 외력 하에서의 선체 거동에 대한 분석은 선박의 안전운항에 있어서 매우 중요한 자료라 할 수 있다. 본 연구는 수면 상부의 구조물이 상대적으로 큰 실습선 한나라호를 대상으로 정상풍 하에서의 선체에 작용하는 풍압력 및 풍압모우멘트 영향을 분석하였다. 또한 정상풍 하의 선박 운항에 있어 주요한 정보인 표류각과 대응 타각을 상대 풍향과 풍속을 기초로 산출하였고, 풍속 선속비에 따른 조종 한계 풍속, 선속별 풍향에 따른 조종 한계 풍속, 최대 풍압력에 의한 횡경사각 등을 정량적으로 산출하여 제시하였다. 이러한 자료는 한나라호의 입출항 조종 및 태풍 피항을 위한 운항 현장에서 직접 활용될 수 있고, 실선에서 해당 결과를 비교 평가할 수 있으므로 향후 이론식에 대한 수정 및 보완과 함께 교육 자료로 이용될 수 있을 것으로 판단된다.

열차 증속에 따른 콘크리트 궤도 노반의 동적 응력 변화 (Dynamic Change of Stresses in Subsoil under Concrete Slab Track Subjected to Increasing Train Speeds)

  • 이태희;최찬용;;정영훈
    • 한국지반공학회논문집
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    • 제29권10호
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    • pp.57-66
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    • 2013
  • 보다 빠른 교통 수단에 대한 사회적 관심이 현재 운영 중인 KTX의 운행속도인 350km/h을 넘어서는 고속 열차의 운행을 요구하고 있다. 본 연구에서는 콘크리트 궤도 구조물에서 열차 속도 변화에 따른 노반 변위의 변화양상을 추적하고 비선형적인 노반 응력 변화를 살펴보기 위해 유한요소해석을 실시하였다. 궤도-차량 상호작용을 간단한 형태로 고려하기 위해 이동 하중의 질점 시스템을 개발하였다. 열차 하중의 이동 속도를 100km/h에서 700km/h까지 변화시켜 결과를 얻었다. 열차 속도 증가에 따라 레일과 노반 변위는 비선형적으로 증가하였으나 뚜렷한 임계 속도 효과는 나타나지 않았다. 낮은 열차 속도 대역에서는 열차 속도보다 노반에서 에너지를 전달하는 탄성파 속도가 빠르다. 하지만 400km/h 이상의 열차 속도 대역에서는 열차 속도와 에너지 전달 속도가 거의 일치하였다. 열차 속도 증가에 따라 노반 응력 이력이 크게 변하며 경로 의존적인 토질 재료에서 상당한 크기의 소성 변형률이 예상된다.

Clinical Analysis of the Patients with Isolated Low-Velocity Penetrating Neck Injury

  • Seok, Junepill;Cho, Hyun Min
    • Journal of Trauma and Injury
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    • 제31권1호
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    • pp.1-5
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    • 2018
  • Purpose: Although there has been substantial progress for the treatment of thoracic trauma, the mortality of the penetrating neck injury is still high, has been reported about 10-15%. However, there has not been a report which is reflecting Korean medical present. We retrospectively analyzed the penetrating neck injury patients based on the Korean Trauma Data Base. Methods: Between December 2013 and June 2017 at the trauma center of the Pusan National University Hospital, Busan, Korea, total of 36 patients with isolated low-velocity penetrating neck injuries were included. We analyzed the patients' age, gender, injury mechanism and causes by medical chart review. Results: Among total of 36 patients, 26 (72.2%) were male and 10 (27.8%) were female. Homicidal neck injuries were most common, followed by accidental and suicidal injuries (47% vs. 33% vs. 19%, respectively). All penetrating injuries in our study were low-velocity trauma such as following: knife (n=16, 44.4%); glass or glass bottle (n=11, 30.6%); scissors (n=4, 11.1%); grinder (n=2, 5.6%); and three (8.3%) of miscellaneous injuries. Twenty-seven (75.0%) patients underwent emergency surgery, and only one (2.8%) patient underwent elective surgery. Eleven (30.6) patients were diagnosed with superficial injuries, including six patients who had conservative treatment. Twelve (33.3%) patients had arterial injuries and 10 (27.8%) patients had venous injuries. The patients who had deep injuries showed significant difference against the patient with superficial injury (98.0 vs. 129.1, p=0.008). Conclusions: Low velocity penetrating injury confined to the neck is able to be successfully treated with prompt surgical management. Regardless of the conditions which are evaluated at emergency department, all penetrating neck injury patients should be regarded as urgent surgical candidates.

Suppression of aerodynamic response of suspension bridges during erection and after completion by using tuned mass dampers

  • Boonyapinyo, Virote;Aksorn, Adul;Lukkunaprasit, Panitan
    • Wind and Structures
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    • 제10권1호
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    • pp.1-22
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    • 2007
  • The suppression of aerodynamic response of long-span suspension bridges during erection and after completion by using single TMD and multi TMD is presented in this paper. An advanced finite-element-based aerodynamic model that can be used to analyze both flutter instability and buffeting response in the time domain is also proposed. The frequency-dependent flutter derivatives are transferred into a time-dependent rational function, through which the coupling effects of three-dimensional aerodynamic motions under gusty winds can be accurately considered. The modal damping of a structure-TMD system is analyzed by the state-space approach. The numerical examples are performed on the Akashi Kaikyo Bridge with a main span of 1990 m. The bridge is idealized by a three-dimensional finite-element model consisting of 681 nodes. The results show that when the wind velocity is low, about 20 m/s, the multi TMD type 1 (the vertical and horizontal TMD with 1% mass ratio in each direction together with the torsional TMD with ratio of 1% mass moment of inertia) can significantly reduce the buffeting response in vertical, horizontal and torsional directions by 8.6-13%. When the wind velocity increases to 40 m/s, the control efficiency of a multi TMD in reducing the torsional buffeting response increases greatly to 28%. However, its control efficiency in the vertical and horizontal directions reduces. The results also indicate that the critical wind velocity for flutter instability during erection is significantly lower than that of the completed bridge. By pylon-to-midspan configuration, the minimum critical wind velocity of 57.70 m/s occurs at stage of 85% deck completion.

운동화의 생체역학적 평가시 하지 회내운동의 운동학적 평가변인에 대한 상해 기준치 연구 (The Study on critical Value of Kinematical Evaluation Variables of Lower Extremity Pronation in Biomechanical Evaluation of Running Shoes)

  • 곽창수;전민주;권오복
    • 한국운동역학회지
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    • 제16권4호
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    • pp.175-187
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    • 2006
  • The purpose of this study was to find the relationship between Achilles tendon angle, angular velocity from 2D cinematography utilized to easily analyze the functions of shoes, ankle joint moment, knee joint moment, and hip joint moment from 3D cinematography utilized to predict the injury. Also, this study was to provide the optimal standard to analyze the injury related to the shoes. Subjects in this study were 30 university male students and 18 conditions (2 types of running speed, 3 of midsole hardness, 3 of midsole height) were measured using cinematography and force platform. The results were as following. 1) Hip joint abduction moment was effected by many variables such as running speed, midsole height, maximum achilles tendon angle, ground reaction force. 2) Knee joint rotational moment in running was approximately 1/10 - 1/4 times of the injury critical value and eversion moment was approximately 1/4 - 1/2 times of the injury critical value. 3) Ankle joint pronation moment in running was 1/3 - 1/2 times of the injury critical value. 4) Knee joint rotational moment was found to be irrelevant with maximum achilles tendon angle or angular velocity. 5) Pronation from running was thought to be relevant to rather eversion moment activity than rotational moment activity of knee joint. 6) Plantar flexion abductor of ankle showed significant relationship with the ground reaction force variable. 7) When the loading rate for ground reaction force in passive region increased, extensor tended to be exposed to the injury. Main variables in biomechanical analysis of shoes were impact absorption and pronation. Among these variables, pronation factor was reported to be relevant with knee injury from long duration exercise. Achilles tendon angle factor was utilized frequently to evaluate this. However, as the results of this study showed, the relationship between these variables and injury relating variable of knee moment was so important. Studies without consideration on this finding should be reconsidered and reconfirmed.

Experimental study and analysis of design parameters for analysis of fluidelastic instability for steam generator tubing

  • Xiong Guangming;Zhu Yong;Long Teng;Tan Wei
    • Nuclear Engineering and Technology
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    • 제55권1호
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    • pp.109-118
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    • 2023
  • In this paper, the evaluation method of fluidelastic instability (FEI) of newly designed steam generator tubing in pressurized water reactor (PWR) nuclear power plants is discussed. To obtain the parameters for prediction of the critical velocity of FEI for steam generator tubes, experimental research is carried out, and the design parameters are determined. Using CFD numerical simulation, the tube array scale of the model experiment is determined, and the experimental device is designed. In this paper, 7 groups of experiments with void fractions of 0% (water), 10%, 20%, 50%, 75%, 85% and 95% were carried out. The critical damping ration, fundamental frequency and critical velocity of FEI of tubes in flowing water were measured. Through calculation, the total mass and instability constant of the immersed tube are obtained. The critical damping ration measured in the experiment mainly included two-phase damping and viscous damping, which changed with the change in void fraction from 1.56% to 4.34%. This value can be used in the steam generator design described in this paper and is conservative. By introducing the multiplier of frequency and square root of total mass per unit length, it is found that the difference between the experimental results and the calculated results is less than 1%, which proves the rationality and feasibility of the calculation method of frequency and total mass per unit length in engineering design. Through calculation, the instability constant is greater than 4 when the void fraction is less than 75%, less than 4 when the void fraction exceeds 75% and only 3.04 when the void fraction is 95%.

Effect on Varying the Impact Velocity in the Controlled Cortical Impact Injury Model : Injury Severity and Impact Velocity

  • Ji, Yong-Cheol;Min, Byung-Kook;Park, Seung-Won;Hwang, Sung-Nam;Hong, Hyun-Jong;Suk, Jong-Sik
    • Journal of Korean Neurosurgical Society
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    • 제38권1호
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    • pp.41-46
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    • 2005
  • Objective : A study of the histopathologic and neurobehavioral correlates of cortical impact injury produced by increasing impact velocity using the controlled cortical impact[CCI] injury model is studied. Methods : Twenty-four Sprague-Dawley rats [$200{\sim}250g$] were given CCI injury using a pneumatically driven piston. Effect of impact velocity on a 3mm deformation was assessed at 2.5m/sec [n=6], 3.0m/sec [n=6], 3.5m/sec [n=6], and no injury [n=6]. After postoperative 24hours the rats were evaluated using several neurobehavioral tests including the rotarod test, beam-balance performance, and postural reflex test. Contusion volume and histopathologic findings were evaluated for each of the impact velocities. Results : On the rota rod test, all the injured rats exhibited a significant difference compared to the sham-operated rats and increased velocity correlated with increased deficit [p<0.001]. Contusion volume increased with increasing impact velocity. For the 2.5, 3.0, and 3.5m/sec groups, injured volumes were $18.8{\pm}2.3mm^3$, $26.8{\pm}3.1mm^3$, and $32.5{\pm}3.5mm^3$, respectively. In addition, neuronal loss in the hippocampal sub-region increased with increasing impact velocity. In the TUNEL staining, all the injured groups exhibited definitely positive cells at pericontusional area. However, there were no significant differences in the number of positive cells among the injured groups. Conclusion : Cortical impact velocity is a critical parameter in producing cortical contusion. Severity of cortical injury is proportional to increasing impact velocity of cortical injury.

슬러지계면층 높이변화모델에서 슬러지 침전특성에 대한 영향 (The Effect of Sludge Settling Characteristics on Sludge-Water Interface Height Change Model)

  • 박석균;강선홍
    • 상하수도학회지
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    • 제20권1호
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    • pp.147-155
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    • 2006
  • For the further study of the solids flux theory, several researchers have proposed models to predict sludge settling velocity for each different concentration by using sludge indexes, SVI, SSVI and $SSVI_{3.5}$. It is difficult to apply the above models to predict sludge-water interface height in a batch column because sludge settling velocity changes while sludge settle down. While sludge settle down in a batch column, sludge concentration becomes high. The sludge concentration change is one of the most critical causes of the change of sludge settling velocity. Also, sludge concentration change causes of sludge index to change. SVI is more sensitive than SSVI or $SSVI_{3.5}$ to the change of sludge concentration. Each sludge has physical characteristics of its own which makes the settling velocity for each sludge different. The purpose of this study is to establish the correction factors that are able to compensate the errors derived from each different sludge settling characteristic by using sludge indexes, therefore the correction factors are applicable to the model for the change of sludge-water interface height.

입자충격에 의한 유리의 손상기구에 관한 실험적 연구 (An Experimental Study on Damage Mechanism of Glass Resulting Frojm Particle Impact)

  • 서창민;신형섭;황병원
    • 대한기계학회논문집A
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    • 제20권6호
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    • pp.1903-1912
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    • 1996
  • A quantitative study of impact damage of a soda-lime glass was carried out. An initiation and a propagation of cracks by the impact of two inds of steel ball was investigated. The fron, side and rear view of cracks were observed by a stereo-microscope. And the lowering of the benidng strength due to the impact of steel balls was examined through the 4-point bending test. A transparent glass is very helpful to understand and analyze the impact damage behavior of another brittle matereial. A deagdram about crack patterns according to the threshold impact velocity was sketched. A ring crack and a cone crack were formed at the low impact velocity. And as the impact velocity was higher, initial lateral crack was generated on the slanting surface of cone crack, and radial cracks were generated from the outermost ring crack. When the impact velocity of steel balls exceed a critical velocity, the contact site of specimens were crushed. According to the propagation of a cone crack, a rapid strength degradation occurred. In the specimen having crushed region, a bending strength was converged to a constant value instead of strength degradation.

표면거칠기를 가진 유리의 입자충격 손상기구에 관한 실험적 연구 (An Experimental Study on the Damage Mechanism of Particle Impact in a Scratched Glass)

  • 서창민;정성묵;이문환
    • 대한기계학회논문집A
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    • 제20권7호
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    • pp.2196-2204
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    • 1996
  • The damage mechanism by the impact of steel ball on the soda-lime glass having a different surface roughness was investigated. An initiation and a propagation behavior of cracks formed by each impact velocity were quantitatively studied. A 4-point bending test was carried out to evaluate the remaining bending strength of a scratched soda-lime glass which impacted by the steel ball. As the surface roughness was increased, the shape of cracks became more irregular rather than those of the smooth specimens. The phenomenon of turning up in the wing of cone cracks occurred even at the lower velocity than the critical velocity caused the crushing. The threshold velocity of cracks initiation generally became lower than those of smooth specimen. An initiation and a propagation behavior of radial cracks had no relation with the direction of scratch on the surface. The remaning benidng strength of the scratched specimen according to impact velocity had no big difference compared with those of the smooth specimen.