• Proceedings of the Korean Nuclear Society Conference
• /
• 2001.05a
• /
• pp.361.1-361
• /
• 2001

• Asia-pacific Journal of Multimedia Services Convergent with Art, Humanities, and Sociology
• /
• v.7 no.2
• /
• pp.437-444
• /
• 2017

Stress concentrations around discontinuities, such as a hole in cross section of a structural member, have great importance because the most materials failure around the region may be occurred. Stress on the point applied by concentrated load reaches much larger value than the average stress in structural member. In this paper, stress analysis was performed for the plate with a partial through-hole to find the difference of the principal stress distribution. The difference between maximum principal stress and minimum principal stress in photoelasticity is equal to the value obtained by multiplying the isochromatic fringe order by the fringe constant of the material divided by the distance through which the light passes, that is, the thickness of the specimen. Since the difference of principal stress is proportional to the photoelastic fringe order, the distribution of the principal stress difference by the finite element analysis can be compared with the photoelasticity experimental result. ANSYS Workbench, that is the finite element software, is used to compute the differences of principal stresses at the specific points on the measured lines. The computation values obtained by ANSYS are compared with the experimental measurements by photoelasticity, and two results are comparable to each other. In addition, the stress concentration factor is obtained using the stress distribution analyzed from the variation of hole depth. Stress concentration factor is increasing, as the depth of hole increase.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.26 no.4
• /
• pp.625-630
• /
• 2002

To determine the residual stress, concentrated forces instead of distributed stresses, are assumed to be released around the hole drilled through. Concentrated forces are consisted with pairs of concentrated farces which have opposite directions and small distances. Residual stress determination on assumption of concentrated forces is compared numerically with normal method based on Kirsch's solution and proved to be available when released strains are measured at a little distance.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.42 no.7
• /
• pp.561-566
• /
• 2014

Our Korean traditional cultural inheritance Bangpae Kite has the stable rectangular shield shape decorated with artistic paint or poem and a good flight performance due to the central wind hole. In this paper, to analyse the wind hole effect to kite performance we performed the wind tunnel testing of the various design factor of kite model and air flow visualization passing through the wind hole. As the result of aerodynamic analysis, we knew that the wind hole of kite displays similar function of slot system for the wing high lift device. This fact demonstrates that our ancestor understood the function of slot system and applied effectively to the development of kite flight performance.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.36 no.10
• /
• pp.954-961
• /
• 2008

An experimental study has been conducted to investigate the flow field around the wing having a circular damage hole. The damage was represented by a circular hole passing through the model with 10% airfoil chord diameter and normal to the chord. The hole was centered at quarter or half chord. The PIV flow fields and static pressure measurements on the wing upper and lower surface were carried out at Rec=2.85×105 based on the chord length. The PIV results showed the two types of flow structures around a damage hole were formed. The first one was a weak jet that formed an attached wake behind the damage hole. The second one resulted from increased incidence; this was a strong jet where the flow through the hole penetrates into the free-stream resulting in extensive separation of oncoming boundary layer flow and development of a separated wake with reverse flow. The surface pressure data showed a big pressure alteration near the circular damage hole. The severity of pressure alteration was increased as a damage hole located nearer to the leading edge.

• Tribology and Lubricants
• /
• v.10 no.1
• /
• pp.1-9
• /
• 1994

어떤 유체는 전기장에서 순간적으로 고체화한다. 이러한 다변형의 물질은 더욱 신속하고 적절한 기계의 앞날을 약속하고 있다. T-1000 (영화 터미네이터2; 심판의 날에서 생동하는 거의 불멸의 로보트)는 능숙하게 액체에서 고체로 변환다. T-1000은 총탄으로 관통되었을 때, 로보트의 액체-금속 피부는 관통된 구멍으로 흘러 들어가고, 산산조각이 났을때 T-1000은 녹아버린 후에 다시 제원형으로 응결된다. 전기유변성 유체는 이 영화제작자의 상상력에 어느 정도 적용될 수 있을 것이다. 전기유변성 유체는 전기장이 있는 곳에서 변형을 일으키는 물질이다. 주어진 전기장의 세기에 따라 전기유변성 유체는 물처럼 자유롭게 흐르기도 하고, 꿀처럼 진득하게 흐르기도 하며 제라틴처럼 고체화하기도 한다. 참으로 물질이 수천분의 일초사이에 한상태에서 다른 상태로 변할 수 있는 것이다. 전기유변성 유체는 만들기 쉽다; 절연액체에 미시적 입자가 분산된 것이다. 그러나 아직은 상업용으로 쓰이지 못하고 있다. 여러가지 문제점 중의 하나가 고체로서는 구조적으로 약하고, 또, 액체로서는 마찰성이 문제이며, 특히 고온에서는 화학적으로 불안정하다는 것이다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
• /
• 2000.04a
• /
• pp.32-32
• /
• 2000

잠입노즐은 로케트 추진기관의 길이 및 중량을 감소시켜 체계설계의 관점에서 볼 때 많은 이점을 제공한다. 본 연구에서는 3단형 과학로케트 원지점 차넣기 모타(apogee kick motor)에 적용하기위한 잠입노즐의 기초기술 개발에 주안점을 두었다. 고고도에서 저속으로 회전하며 비행하는 원지점 차넣기 모타를 제작하기위해서 체계 요구성능에 의해 예상된 실물형의 50% 크기에 해당하는 축소형 잠입노즐을 제작하였다. 잠입노즐은 잠입부의 내외부가 고온의 추진제 연소가스에 노출된 상태에서 노즐 내부 압력 외에 연소실압에 의한 외부압력이 작용하므로 이를 고려한 열 및 구조설계가 중요하다. 본 연구에서는 노즐 수렴부와 목부에 일체형 그라파이트 소재를 적용하고 확장부 내열재 및 잠입부 배면내열재에 탄소/페놀 복합재를 노즐 내열재로 사용하였다. 그리고 이들의 구조적 지지를 위해 스틸구조물을 적용하였다. 적용된 스틸구조물에는 K형 열전쌍을 이용해 내열재와 구조물 온도를 측정할 수 있는 관통구멍 및 나사부를 구조물 외변에 가공하였다. 열전쌍은 노즐 목직경의 2, 4배 되는 확장부 내열재 단면위치의 2mm와 4mm 깊이와 구조물 내면 및 외면의 4개소에 열전쌍을 부착하여 지상연소시험시 노즐 내열재와 구조물의 온도분포를 관찰한다. 그리고 노즐 조립시 확장부 내열재와 구조물에 각 각 반원형 홈을 내어 여분의 접착제가 원형 홈에 밀려들어가 경화되어 노즐 기밀유지와 체결력을 향상시킬 수 있는 원형공간 접착제 충전 공법을 적용하여 실제모타에 대한 적용가능성을 지상연소시험을 통해 확인한다.

• Journal of Industrial Technology
• /
• v.21 no.A
• /
• pp.7-14
• /
• 2001

In building structure, the story height can be minimized by providing openings in beams which serves for the utility equipments passing through. The dead space in false ceiling thus put to economical use in the form of a substantial reduction in materials and construction cost. In the case of steel structure, there is no critical risk in the structural strength because of reinforcing methods of stiffness and steel plate but in the case of reinforced concrete structure, proper provision should be made in designing these openings, otherwise there is a risk that these opening will possibly weaken the structural strength of the building frame to a critical degree. In this paper, for the numerical analysis of the reinforced concrete beams with circular opening in the web, expecting stress concentration of the circular opening, reinforcing methods were studied. Twenty test pieces with each different reinforcing methods were tested and their resisting forces were defined. From the numerical analysis and test results, the followings were founded;(1)high shear stress distributed around the openings reduce the shearing strength, (2)from the numerical analysis, the maximum tensile stress occurred at opening nodes 1,7, these phenomena were agreed with the test results, (3)reinforcing method around openings have to carried out for stopping diagonal cracks, and (4)both, by steel plate, and wire mesh, are effective reinforcing methods.

• Proceedings of the KIEE Conference
• /
• 2005.07c
• /
• pp.2377-2379
• /
• 2005

본 논문은 유연한 영상표시 장치에 응용될 수 있는 중공음극방전 소사(hollow cathode discharge device)를 마이크로머시닝기술로 제작하고 시험한 결과를 보여준다. 중공음극방전은 평판음극방전에 비해서 전류밀도가 큰 장점이 있다. 방전 소자는 유연한 구조의 양극과 음극, 그리고 그 사이의 절연층으로 구성되어 있으면 소자의 크기는 $20mm{\times}10mm$이다. 방전이 일어나는 영역은 관통 구멍으로서 $7{\times}11$개가 배열되어 있고, 구멍의 직경은 $70{\mu}m$이다. 실리콘 기판 위에 SU-8 몰드를 형성한 후 니켈 전기도금으로 음극을 제작한다. 그 위에 폴리이미드를 스핀코팅하여 절연층을 이루고, 열증착으로 알루미늄 양극을 제작한 후, 실리콘과 SU-8을 제거하여 방전 소자를 완성한다. 진공챔버내 아르곤 가스 분위기에서 소자의 두 전극 간 전압을 변화시켜 가면서 전류-전압 특성을 측정하였고, 방전상태를 관찰하였다. 챔버 내의 절대압력이 260mmHg이고 인가전압이 230V 정도일 때 안정 방전이 관찰되었다

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.1A
• /
• pp.91-97
• /
• 2006

This paper presents the results of push-out test conducted for the perfobond rib shear connectors welded onto steel-concrete composite deck. Push-out test specimen consists of profiled steel sheeting, perfobond rib, reinforcement, and concrete. To provide longitudinal shear resistance between the profiled sheeting and the concrete, perfobond rib with a number of holes was used. The parameters considered in the design of perfobond rib were the spacing and location of holes, and effect of reinforcing bars placed in the holes. To validate the effectiveness of the proposed system, twelve specimens were fabricated and tested. Although the scope of test was limited in nature, the results of test have shown that the perfobond ribs can be effectively used for shear connection in the steel-concrete composite decks.