• 제목/요약/키워드: Elastic fiber

검색결과 559건 처리시간 0.024초

광파이버 트랜스듀서에 의한 맥파의 무침습적 검출 (Noninvasive Detection of Radial Pulse Wave by Fiber-Optic Transducer)

  • 박승환;정동명
    • 대한의용생체공학회:의공학회지
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    • 제10권3호
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    • pp.229-236
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    • 1989
  • This paper describes an idea of design and construction for a radial pulse wave detector, In acquiring arterial pulse signal noninvasively, a new combinational fiber-optic transducer was used which has a detecting part and a sensing part. The mechanism of detecting part is composed of special form of structure that can detect changing pulses in contact with skin, and transmits arterial wall movements to the sensing part. It consists of elastic reflector and optical fibers, which are arranged in a fiber pair. Then, the intensity of the reflected light will be proportional to the displacement changed by inclined reflector. Using this transducer, it expected to make a clinically useful tool for arterial pulse wave diagnosis, especially on the application of "MACK- CHIN" in the field of Korean traditional medicine, since : his transducer has a simple structure and has an easy and clear signal acquisition method.on method.

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화이버 요소를 이용한 3차원 강구조물의 개선소성힌지해석 (Refined-plastic hinge analysis of 3D steel structures using fiber elements)

  • 김승억;오정렬
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2004년도 가을 학술발표회 논문집
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    • pp.281-287
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    • 2004
  • In this paper, the refined plastic-hinge analysis accounting for gradual yielding with fibers on a section is developed. Geometric nonlinearities of member(P-δ) and frame(P-Δ) are accounted for by using stability functions. Residual stresses are considered by assigning initial stresses to the fiber on the section. The elastic core in a section is investigated at every loading step to determine the axial and bending stiffness reduction. The strain reversal effect is captured by investigating the stress change of each fiber. The proposed analysis proves to be useful in applying for practical analysis and design of three-dimensional steel frames.

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탄소섬유쉬트로 전단보강한 RC 기둥의 이력성능평가에 관한 실험적 연구 (An Experimental Study on the Hysteretic Capacity Evaluation of the Shear-Strengthened RC Column with Carbon Fiber Sheet)

  • 이현호;구은숙
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.750-755
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    • 1999
  • When the RC frame structures subjected to the seismic load, brittle shear failure of vertical members induces brittle collapse of whole structures. Failure mechanism like this is not desirable. So shear strengthening method to avoid this failure mechanism is needed. Recently, strengthening method using continuous fiber sheet is studied and used widely which have high elastic and high strength characteristics. In this study, RC columns which is strengthened by carbon fiber sheet in the form of tape or whole sheet were tested under the cyclic load. The parameter of this test is the amount of strengthening. As the amount of strengthening increase, strength, ductility and energy capacity increase. The failure mode of test results are shear and bond-split failure.

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탄소섬유시트로 보강된 철근콘크리트 보의 휨성능 (Flexural Capacity of RC Beams Strengthened with Carbon Fiber Sheets)

  • 박현정;조백순
    • 한국구조물진단유지관리공학회 논문집
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    • 제8권3호
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    • pp.177-187
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    • 2004
  • 탄소섬유시트 보강보를 구성하는 재료들의 거동상태에 따라 탄성구간, 항복이전구간, 항복이후구간으로 나누어 보강보의 휨성능을 해석하였다. 보강보 후미해석의 타당성을 검증하기 위해 보강보 실험에서 측정된 항복하중, 최대하중, 휨강성 등을 비교하였다. 검증된 보강보 후미해석 방법으로부터 보강보의 구성재료가 보강보의 휨성능에 기여하는 바를 살펴보았다. 또한 보강보의 최대휨모멘트 산정에 강도설계법의 적용여부를 고찰하였다.

단일방향 복합재료의 공유면에 존재하는 계면 모서리균열의 점탄성 해석 (Viscoelastic Analysis of Stress Intensity Factor for Interface Edge Crack in a Unidirectional Liminate)

  • 이상순;김범식
    • 전산구조공학
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    • 제10권1호
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    • pp.129-134
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    • 1997
  • 탄성 섬유와 점탄성 기지로 구성된 2차원의 단일방향 복합재료에서 발생하는 계면 응력 특이성을 시간영역 경계요소법을 사용하여 조사하였다. 먼저, 아무런 균열없이 섬유와 기지가 완전하게 결합되어 있는 단일방향 복합재료에 횡방향 인장변형이 작용할때 자유경계면 부근에 나타나는 계면 특이응력들을 조사하였다. 그러한 응력들은 섬유와 기지의 결합분리나 계면 모서리 균열을 야기 시킬수 있다. 다음에, 여러가지 크기의 모서리 균열들에 대한 응력확대계수가 계산되었다.

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Wave propagation in a two-temperature fiber-reinforced magneto-thermoelastic medium with three-phase-lag model

  • Said, Samia M.;Othman, Mohamed I.A.
    • Structural Engineering and Mechanics
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    • 제57권2호
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    • pp.201-220
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    • 2016
  • A general model of equations of the two-temperature theory of generalized thermoelasticity is applied to study the wave propagation in a fiber-reinforced magneto-thermoelastic medium in the context of the three-phase-lag model and Green-Naghdi theory without energy dissipation. The material is a homogeneous isotropic elastic half-space. The exact expression of the displacement components, force stresses, thermodynamic temperature and conductive temperature is obtained by using normal mode analysis. The variations of the considered variables with the horizontal distance are illustrated graphically. Comparisons are made with the results of the two theories in the absence and presence of a magnetic field as well as a two-temperature parameter. A comparison is also made between the results of the two theories in the absence and presence of reinforcement.

열차모의하중에 대한 단섬유 보강토체의 침하특성 (Settlement Characteristics of Short-fiber Reinforced Soil under Simulated Railroad Loading)

  • 박영곤;김정기;김현기;황선근
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2002년도 추계학술대회 논문집(I)
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    • pp.596-600
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    • 2002
  • To analyze the settlement characteristics of short-fiber reinforced soil(SFRS), which will be used as a new backfill material of reinforced retaining wall, under simulated railroad loading, a series of tests with loading condition of 5 Hz frequency and 500,000 cycles were performed. The materials used for tests are soils with SM or ML type, and polypropylene short-fibers with mono-filament(PPM) or fibrillated type(PPF). From the tests, average plastic settlement is low at PPF38(0.3%)(abbreviation of PPF with 38mm length and mixing ratio 0.3%), PPF38(0.5%), PPM60(0.2%) for SFRS using SM soil and at PPF38(0.3%), PPF60(0.2%) for SFRS using ML soil. Elastic settlement is low at PPM60(0.2%) for SFRS using SM soil and at PPM60(0.5%) for SFRS using ML soil.

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Extruding 방법에 의해 제작된 고기능성 시멘트계 복합재료 부재의 휨 성능 및 거동 연구 (Study of Flexural Performance and Behavior of Ductile Fiber Reinforced Cementitious composite(DFRCC) Members Produced using Extruding Method)

  • 김장호;임윤묵;박정호;김윤호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.641-644
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    • 2006
  • Recently, fiber cementitious composite has been researched due to its good ductility. In this paper, Ductile Fiber Reinforcement Cementitious Coposite (DFRCC) is applied as reinforcement in concrete to prove its better performance. Compare to ordinary concrete, DFRCC has higher ductility which helps control the propagation of cracking without decreasing the elastic modulus and ultimate strength. In this research, experiments of different mixture ratios have been implemented to find a suitable mixture ratio value to produce high performance DFRCC material.

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고밀도 암면 다중판의 차음성능 (Sound Insulation performance of multi-layered panels with high density mineral wool)

  • 강현주;김재승;김현실;김봉기;김상렬
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2000년도 추계학술대회논문집
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    • pp.421-424
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    • 2000
  • This paper investigates the characteristics of analytical models in prediction of sound transmission loss for the multi-layered panels with high density mineral wools. The results show that the sandwich model is more adequate to account for sound insulation performance of those panels than the poro-elastic model. In order to improve STC(Sound Transmission Class), the effect of fiber directions of mineral wools is examined, analytically and experimentally. From the comparison of the measurements with the predictions, it is evident that the vertical fiber directions of mineral wools enhance STC value up to 6 dB, compared to that of the horizontal fiber directions.

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Generalized thermo-elastic interaction in a fiber-reinforced material with spherical holes

  • Hobiny, Aatef D.;Abbas, Ibrahim A.
    • Structural Engineering and Mechanics
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    • 제78권3호
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    • pp.297-303
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    • 2021
  • In this paper, a mathematical model is used to the evaluation of thermoelastic interactions in fiber-reinforced material with a spherical cavity. With the goal of establishing the generalized thermoelastic model with thermal relaxation time are exploited. inner surface of the spherical cavity is tractions free and loaded by the uniform step in temperature. The finite element scheme is used to get the problem numerical solutions. The numerical results have been discussed graphically to show the impacts of the presence and the absence of reinforcement.