• Title/Summary/Keyword: 선의 변형

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Propagation of electromagnetic and gravitational waves in braneworld (전자기파와 고차원 중력파 전달 고찰)

  • Lee, Tae Hoon
    • The Journal of the Convergence on Culture Technology
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    • v.5 no.1
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    • pp.385-388
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    • 2019
  • Considering spherically symmetric spacetimes embedded in a 5-dimensional static Lorentzian manifold, within the large distance limit of DGP model, we study null geodesic equations. We discuss possible relations of particles following the geodesics with the gravitational waves detected recently, in comparison with the electromagnetic waves propagaing in these brane spacetimes.

Identifying Strain Associated with Damping Ratio from Tosional Test Using a Combined Damping Model (복합감쇠모델을 이용한 비틂 시험기로 얻은 감쇠비에 상응하는 변형률 산정)

  • Bae, Yoon-Shin
    • Journal of the Earthquake Engineering Society of Korea
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    • v.12 no.1
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    • pp.43-55
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    • 2008
  • The complexity of determining strain associated with shear modulus and damping ratio in torsional tests has been resolved by means of several approaches. Particularly, the modified equivalent radius approach is adequate to when generating the plots of equivalent radius ratio versus strain more effectively over any range of strains in resonant column and torsional shear (RC/TS) tests. The modified equivalent radius approach was applied for hyperbolic, modified hyperbolic, and Ramberg-Osgood models in evaluating damping ratio. Results showed that using a single value of equivalent radius ratio based on conventional equivalent radius approach is not appropriate. A new model was developed to consider the soil damping behavior at small strains as well as hysteretic damping and it was attempted to determine adjustments are required in evaluating strain associated damping when combining the two damping components.

Experiment of Flexural Behavior of Prestressed Concrete Beams with External Tendons according to Tendon Area and Tendon Force (강선량 및 긴장력에 따른 외부 강선을 가진 PSC 보의 휨거동 실험)

  • Yoo, Sung-Won;Yang, In-Hwan;Suh, Jeong-In
    • Journal of the Korea Concrete Institute
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    • v.21 no.4
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    • pp.513-521
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    • 2009
  • Recently, the externally prestressed unbonded concrete structures are increasingly being built. The mechanical behavior of prestressed concrete beams with external unbonded tendon is different from that of normal bonded PSC beams in that the slip of tendons at deviators and the change of tendon eccentricity occurs as external loads are applied in external unbonded PSC beams. The purpose of the present paper is therefore to evaluate the flexural behavior by performing static flexural test according to tendon area and tendon force. From experimental results, before flexural cracking, there was no difference between external members and bonded members. However, after cracking, yielding load of reinforcement, ultimate load, and the tendon stress of external members was lower than that of bonded members. For the relationship of load-tendon stress, the increasing of tendon strain was inversely proportional to the initial tendon force. However, even if the initial tendon force was large, the tendon strain with small effective stress was smaller than that with large effective stress. The concrete compressive strain was proportional to the effective stress of external tendon. From the comparison between test results and codes, the ACI-318 could not consider the effect of tendon force or effective stress, and especially the results of ACI-318 were very small, so it was very conservative. And the AASHTO 1994 could be influenced on the tendon area, initial force and effective stress, but as it was made on the basis of internal unbonded tendon, its results were much larger than the test results. For this reason, the new correct predict equation of external tendon stress will be needed.

A MODIFIED ENDAURAL AND NECK APPROACH TO THE PAROTID GLAND TUMOR (이하선 종양에 대한 변형된 이내 및 경부접근법)

  • Ryu, Sun-Youl;Kook, Min-Suk;Kim, Sun-Kook;Han, Chang-Hun;Gu, Hong;Kwon, Jun-Kyung;An, Jin-Suk
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • v.31 no.6
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    • pp.501-508
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    • 2005
  • Generally we use the preauricular incision to access and remove the parotid gland tumor. But the preauricular approach has some complications such as damage of facial nerve and sensory nerve, Frey's syndrome, and postoperative scar. Especially, the postoperative scar can often cause an unesthetic result and mental stress in young patients. Therefore, if we avoid preauricular incision to be performed outside of tragus, the postoperative scar would be hardly remarkable, and patients would be satisfied cosmetically. We performed surgical excision using a modified endaural and neck approach in a 21-year-old female with a pleomorphic adenoma and 15-year-old male with a neurofibroma occured in the parotid gland. A new, modified endaural and neck approach is a combined method of the modified endaural incision by Starck et al and Gutierrez's neck extension. We obtained an adequate access and the cosmetically acceptable postsurgical scar. The postoperative scars were hidden in the external ear and the hairline. Moreover, except the neck dissection can this approach be applied to the surgery of temporomandibular joint as well as the parotid gland tumor.

The Relationships between Excess Pore Water Pressure and Strain in Normally Consolidated Saturated Clays During Undrained Shear (포화된 정친압밀점토의 비배수 전단중에 발생하는 과잉간극 수압과 변형의 관계)

  • 박정용;정인주
    • Geotechnical Engineering
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    • v.2 no.1
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    • pp.15-26
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    • 1986
  • Consolidated undrained standard triaxial tests for two remoulded clays and one undisturbed clay were carried out in order to find out the relationship between excess pore water pressure and axial strain in mortally consolidatated saturated clays during undrained shear. Tests were performed with isotropically-normally consolidated specimens by strain controlled and stress controlled loading. As the result of this stud!'a hyperbolic function expressing the relationship between pore water pressure and strain was found out, and it showed the same form as the Kondner's hyperbolic function for stress·strain behaviour. Two parameters used for the function can be obtained by CU-triaxial test.

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Finite Element Simulation of a Superplastic Sheet Metal Forming Process with a Pressure Cycle Control Algorithm (초소성 박판 성형 공정의 유한 요소 압력 제어 해석)

  • 한수식;양동열;이종수
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.5
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    • pp.1563-1571
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    • 1991
  • 본 연구에서는 가상일 원리로 부터 유한 요소 수식화를 updated-Lagrangian 형태로 유도하였으며, 유도된 수식화를 연속체 유한 요소로 유한 근사화 하였다. 이 때 초소성 재료의 거동은 비압축성, 비선형 점성 유ㄷ옹으로 묘사하였다. 유한 요소 프로그램은 성형 기구 해석과 하중 압력을 제어하는 기법으로 구성되어 있으며 하중 압력의 제어는 성형 시간이 최소가 되게 하기 위하여 변형률 속도 민감 계수가 최대가 되고, 국부 변형에 의한 두께 감소를 방지하며 변형률 속도는 일정하게 유지되면서 성 형이 될 수 있도록 하였다. 즉 하중 압력 제어는 상당 변형률 속도가 최대가 되게하 여 성형 시간을 최소화하게 구성하였다.개발된 유한 요소 프로그램은 정수압 벌징 가공에 적용하였으며 최적 압력 시간 선도, 성형 형상, 두께 및 두께 변형률 분포, 상 당 변형률 분포 등을 구하였다.

Horizontal Strain of the Crust in Korea for the Past 80 Years from Geodetic Observations (측지측량 결과로부터 조사된 과거 80년간 한국에서 지각의 수평변형)

  • 최재화
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 1997.04a
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    • pp.49-61
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    • 1997
  • 본 연구에서는 한국에서 구삼각강(1910-1915)과 정밀1차측지망(1975-1994)을 사용하여 지각변동량을 계산하고, 지체구조의 일반적인 변형패턴을 기하학적으로 조사하였다. 본 연구에서는 변형량을 계산하기 위하여 2차원의 무한소 변형모델을 설정하였으며, 수평변형량은 구좌표와 정밀1차측지망의 정밀동시강조정을 자유강조정법에 의하여 최초로 실시하여 일괄성있는 신좌표를 사용하여 계산된 측지선의 변화량으로 추정하였다. 변형설계결과로부터 1910년부터 1994년까지 누적된 변형량은 평균(1.07$\pm$0.5)$\times$10-5이고, 이로부터 년변형속도는 (0.13$\pm$0.063)$\mu$/yr 임을 알 수 있었으며, 변형의 경향을 보면 변형량이 10$\mu$ 보다 큰 값이 한반도의 동해안 지역에 분포하고 있으며, 서부쪽에는 10$\mu$이하의 값이 분포하고 있는 것으로 나타나 한반도의 동해안에서 지진의 발생빈도가 높은 것을 고려한다면 본 연구로부터 계산된 결과는 장래의 연구를 위해 중요한 데이터가 될 것이다. 본 연구에서 얻은 주변형축의 방향은 전국적으로 $77.6^{\circ}$$\pm$$13.5^{\circ}$방향임을 보여주고 있어 한반도의 지각은 ENE~WSW방향으로 압축상태에 있음을 알 수 있었으며, 이 결과는 지질학자나 지진학자들의 연구로부터 얻은 결과와 P-축의 방향이 일치하고 있고, 최대전단변형 이론과 일치하고 있는 것으로 나타났다.

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X-선 검출기의 이득 보정 및 신호처리회로 구성

  • 남욱원;최철성;문신행
    • Bulletin of the Korean Space Science Society
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    • 1993.04a
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    • pp.22-22
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    • 1993
  • 천체 B-선 관측용으로 많이 이용되고 있는 X-선 비례계수관을 실험실형으로 재작하고 그 특성을 조사하였다. X-선 검출기의 구조는 10 $\times$ 20 $\times$ 2cm3 인 검출체적내에 10개의 전극선이 설치되어있는 다중선 비례계수관이며, 검출가스로서 Argon(90%) + CH4 (10%)인 g혼합가스를 사용하였다. 이러한 구조에서 5.9 keV에 대한 에너지 분해능은 16%를 얻었으나, 정상적인 전극연결방법에서는 검출기 끝측에 위치한 전극에서 생기는 electric field 변형매문에, 양극선 배열방향에서 조정된 이득의 군일성이 나쁘게 나타났다. 따라서 다중선들의 각 전극선에 전압보상법(voltage compansation method)을 적용하여 검출기 전반에 걸친 이득의 균일성을 2 % (rms 값) 이내로 보정할 수 있었다. 아울러 신호처리회로 중 에너지분석을 위한 파고분석기, 비 X-선 재거를 위한 상승시간선별기(rise-time discriminator)등을 제작하였으며 이들을 이용한 전반적인 신호처리회로의 구성에 대하여 논하고자 한다.

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Determination of True Stress-Strain Curves of Auto-body Plastics Using FEGM (FEGM을 이용한 자동차용 플라스틱의 진응력-변형률 선도 도출)

  • Park, C.H.;Kim, J.S.;Huh, H.;Ahn, C.N.;Choi, S.J
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2009.10a
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    • pp.223-226
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    • 2009
  • The plastics are widely utilized in the inside of vehicles. The dynamic tensile characteristics of auto-body plastics are important in a prediction of deformation mode of the plastic component which undergoes the high speed deformation during car crash. This paper is concerned with the dynamic tensile characteristics of the auto-body plastics at intermediate strain rates. Quasi-static tensile tests were carried out at the strain rate ranged from 0.001/sec to 0.01/sec using the static tensile machine(Instron 5583). Dynamic tensile tests were carried out at the strain rate ranged from 0.1/sec to 100/sec using the high speed material testing machine developed. Conventional extensometry method is no longer available for plastics, since the deformation of plastic is accompanied with localized deformation. In this paper, quasi-static and dynamic tensile tests were performed using ASTM IV standard specimens with grids and images from a high speed camera were analyzed for strain measurement. True stress-strain relations and the actual strain rates at each deformation step were obtained by processing load data and deformation images, assuming the plastics to deform uniformly in each grid.

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