• 제목/요약/키워드: Notched Band

검색결과 48건 처리시간 0.034초

Band-Notched Ultra-Wideband Antenna with Asymmetric Coupled-Line for WLAN and X-Band Military Satellite

  • Lee, Jun-Hyuk;Sung, Young-Je
    • Journal of electromagnetic engineering and science
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    • 제13권1호
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    • pp.34-37
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    • 2013
  • This paper presents a novel ultra-wideband (UWB) antenna that rejects narrow and broad bands and is suitable for wireless communications. The base of the proposed antenna has a circular patch that can cover the UWB frequency range (3.1~10.6 GHz). The interference issues caused by co-existence within the UWB operation frequency are overcome by a design that uses a parallel-coupled asymmetric dual-line with a circular monopole antenna. The proposed antenna showed a stable radiation pattern, realized gain and reflection coefficient lower than -10 dB across the UWB operation bandwidth except for 5.15~5.85 GHz and 7.25~8.4 GHz. The fabrication, simulation, and measurement results obtained for the proposed antenna were in good agreement with the expected values.

Fiber Orientation Effects on the Fracture Process and Acoustic Emission Characteristics of Composite Laminates

  • Woo, Sung-Choong;Kim, Jung-Heun;Choi, Nak-Sam
    • 비파괴검사학회지
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    • 제25권6호
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    • pp.451-458
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    • 2005
  • The effects of fiber orientation on acoustic emission(AE) characteristics have been studied for various composite laminates. Reflection and transmission optical microscopy were used to investigate the damage zone of specimens. AE signals were classified through short time Fourier transform(STFT) as different types: AE signals with a high intensity and high frequency band were due to fiber fracture, while weak AE signals with a low frequency band were due to matrix cracking and/or interfacial cracking. Characteristic feature in the rate of hit-events having high amplitudes showed a procedure of fiber breakages, which expressed the characteristic fracture processes of notched fiber-reinforced plastics with different fiber orientations. As a consequence, the behavior of fracture in the continuous composite laminates could be monitored through nondestructive evaluation(NDE) using the AE technique.

고강도 이온질화 기어의 개발 (Development of high-strength ion nitrided gear)

  • 김영훈;선철곤;김한군
    • 열처리공학회지
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    • 제7권3호
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    • pp.184-189
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    • 1994
  • The heat treatment charaterristic of SCM 440 and B 16 steels has been investigated in various condition(A, B and C) to the effect of heat treatment on mechanical properties, and the following results were obtained. 1. We are obtained a good nitriding characteristic in bainitic structure than other heat treatment cycle in our experiment. 2. Fatigue characteristic has shown in order of B)C)A condition as heat treatment cycle. 3. The effective hardening depth and fatigue characteristic has been excellented in B 16 than SCM 440 after the nitriding and Q. T for Band C condition. 4. Nitriding depth has been increased in addition of Cr, V and the nitriding efficiency is increased as easiness of banite formation to wide range of cooling rate by addition of Mo. 5. The depth of compound layer in parallel surface, notched slop plane and notched bottom has been varied to the nitriding depth of 5, 4 and 3 ${\mu}$ in relatively uniform pattern after 10h nitriding treatment for SCM 440 into A condition.

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유연성 기판을 이용한 자동차 유리 부착용 다중 대역 안테나 (A Multi-Band Antenna on Automobile-Glass Using Flexible PCB)

  • 김인복;우동식;김강욱
    • 한국전자파학회논문지
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    • 제24권1호
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    • pp.20-26
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    • 2013
  • 본 논문에서는 대역 저지 U형태의 슬롯이 추가된 다중 대역 모노폴 안테나를 제안하였다. 안테나는 유연성을 가지는 폴리마이드 필름 기판으로 제작하였다. 제안된 안테나는 U-슬롯이 추가된 패치 형태의 모노폴 안테나로 2.7 GHz 대역에서 저지 특성을 갖도록 설계하였으며, 인접한 주파수 대역에서 반사 손실 특성의 개선을 얻을 수 있었다. 실제 자동차 유리에 부착한 실험을 통해 ISM 대역(2.4~2.483 GHz)과 WAVE 대역(5.85~5.925 GHz)에서 10 dB 이상의 반사 손실을 가지는 것을 확인하였다. 방사 패턴은 높은 주파수 대역에서 일부 패턴의 널이 있으나 전반적으로 전방향성의 특성을 나타내었으며, 2.8, 5.7 dBi의 최대 이득을 가졌다.

Design of a Multiple Band-notched Wideband Circular Slot Antenna with Arc-shaped Slots

  • Yeo, Junho;Park, Cheol-Young
    • 한국산업정보학회논문지
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    • 제18권1호
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    • pp.11-17
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    • 2013
  • A design method to achieve multiple band-rejection characteristics in a wideband circular slot antenna is presented. First, a wideband circular slot antenna fed by a coplanar waveguide is designed to operate in the frequency range between 2.3 and 11GHz, which covers WLAN, WiBro, WiMAX, and UWB frequency bands. Next, resonant frequency variations of rejection bands are examined with respect to different slot locations and lengths when slots are inserted on the ground conductor and the circular patch of the antenna. When arc-shaped slots are placed close to the circular transition from a feeding part, multiple notch bands are obtained. In this case, a half of the guided wavelength of the first notch band corresponds to the slot length and other notch bands are integer-multiple of the first band. Single notch band can be obtained when the slot is located off the transition part. Based on this study, a wideband circular slot antenna with five band-rejection frequency bands at 2.45, 3.5, 4.9, 7.35, and 9.8GHz is designed and fabricated. The first arc-shaped slots are located in the ground conductor close to the circular transition from a feeding part to generate notch bands at 2.45, 4.9, 7.35, and 9.8GHz, while the second slot for 3.73 GHz is placed on top side in the circular patch. The proposed design method is validated by good agreement between the simulated and measured results.

노치가 있는 보에서 잔향하는 모드변환 램파의 전기역학적 어드미턴스 전이 (The Evolution of Electromechanical Admittance from Mode-converted Lamb Waves Reverberating on a Notched Beam)

  • 김은진;박현우
    • 한국소음진동공학회논문집
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    • 제26권3호
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    • pp.270-280
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    • 2016
  • 노치가 있는 보에 부착된 압전소자의 전기역학적 어드미턴스 전이과정을 파전달 관점에서 규명한다. 유한요소 해석을 통해 노치가 있는 보에서 잔향하는 램파에 대한 수치해를 구한다. 보에 병치된 압전소자의 분극을 이용하여 노치에 의해 발생하는 모드변환된 램파 신호를 추출한다. 전기역학적 어드미턴스의 전이과정을 보여줄 수 있는 일련의 템포럴 스펙트럼은 모드변환된 램파 신호들을 시간영역에서 순차적으로 절단한 후, 고속 푸리에 변환을 적용하여 계산한다. 절단 시간이 상대적으로 작을 때 이에 대응되는 템포럴 스펙트럼은 입력 주파수 대역의 특성이 지배적이다. 그러나, 절단 시간이 증가함에 따라 입력 주파수 대역 내에 존재하는 보의 모달 특성이 템포럴 스펙트럼에 중대한 영향을 준다. 이는 보에서 잔향하는 모드변환램파가 보의 공진에 기여함을 의미한다. 각 공진주파수 부근에서 템포럴 스펙트럼에 대한 제곱평균제곱근을 계산한다. 모든 공진주파수 부근에서 절단시간에 따라 제곱평균제곱근은 증가한다. 마지막으로, 보의 손상 진단 측면에서 수치해석 결과의 시사점에 대해 논의한다.

Compression Strength Size Effect on Carbon-PEEK Fiber Composite Failing by Kink Band Propagation

  • Kim, Jang-Ho
    • KCI Concrete Journal
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    • 제12권1호
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    • pp.57-68
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    • 2000
  • The effect of structure size on the nominal strength of unidirectional fiber-polymer composites, failing by propagation of a kink band with fiber microbuckling, is analyzed experimentally and theoretically. Tests of novel geometrically similar carbon-PEEK specimens, with notches slanted so as to lead to a pure kink band (without shear or splitting cracks), are conducted. The specimens are rectangular strips of widths 15.875, 31.75. and 63.5 mm (0.625, 1.25 and 2.5 in and gage lengths 39.7, 79.375 and 158.75 mm (1.563, 3.125 and 6.25 in.). They reveal the existence of a strong (deterministic. non-statistical) size effect. The doubly logarithmic plot of the nominal strength (load divided by size and thickness) versus the characteristic size agrees with the approximate size effect law proposed for quasibrittle failures in 1983 by Bazant This law represents a gradual transition from a horizontal asymptote, representing the case of no size effect (characteristic of plasticity or strength criteria), to an asymptote of slope -1/2 (characteristic of linear elastic fracture mechanics. LEFM) . The size effect law for notched specimens permits easy identification of the fracture energy of the kink bandand the length of the fracture process zone at the front of the band solely from the measurements of maximum loads. Optimum fits of the test results by the size effect law are obtained, and the size effect law parameters are then used to identify the material fracture characteristics, Particularly the fracture energy and the effective length of the fracture process zone. The results suggest that composite size effect must be considered in strengthening existing concrete structural members such as bridge columns and beams using a composite retrofitting technique.

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3점 휨시험에의한 저발열콘크리트의 파괴거동에 곤한 실험적 연구 (Experimental Study on Fracture Behavior of Low-Heat Concrete, by Three-Point Bent Test)

  • 조병완;박승국
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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    • pp.199-204
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    • 1998
  • To analysis the failure character of Low-Heat concrete which is used to prevent the thermal crack caused by hydration heat, static loading test was performed by this test method, "Determination of the Fracture Energy of Motar and Concrete by Means of Three-Point Band Tests on Notched Beam" (suggested by RILEM 50-FMC Committe). This study compared and analysised the fracture energy of Mode I (opening mode), the most general pattern in the view of water-cemente ratio(W/C), compressive strength and age of Ordinary Portland Concrete and Low-Heat Concrete under the same mixture. The test results show that the case of Ordinary Portland Concrete and Low-Heat Concrete, low Water-Cemente ratio(W/C) cause the increase of fracture energy, and high failure-strength decrease failure-deflection, and the fracture energy of Low-Heat Concrete is similar to Ordinary Portland Concrete as the age increase. increase.

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반원 확장을 이용한 초광대역 슬롯 안테나 설계 (The Design of the Ultra-Wideband Slot Antenna by Using a Semi-Circular Extension)

  • 이정남;이효경;장화열;박종권
    • 한국전자파학회논문지
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    • 제16권9호
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    • pp.941-948
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    • 2005
  • 본 논문에서는 반원 확장을 이용한 Ultra-Wideband(UWB)슬롯 놋치 안테나를 제안하였다. 제안된 안테나는 UWB 통신 주파수 대역인 3.1${\~}$10.6 GHz 대역을 만족했으며, IEEE 802.11a 주파수 대역인 5.15${\~}$5.825 GHz는 안테나 패치면에 형성한 $\lambda$/4 길이의 슬롯에 의해 필터링 되었다. 안테나는 유전율이 4.4이며 두께가 0.8 mm인 FR-4로 제작하였으며, VSWR 특성을 측정하였다. 슬롯의 길이 변화에 따른 놋치 특성을 측정하였으며, 경로 손실과 그룹딜레이를 측정하였다. 제안된 안테나는 IEEE 802.11a 주파수 대역을 제외하고는 평탄한 이득 변화량(1.9 dBi)을 나타내었다.

Study on fracture behavior of polypropylene fiber reinforced concrete with bending beam test and digital speckle method

  • Cao, Peng;Feng, Decheng;Zhou, Changjun;Zuo, Wenxin
    • Computers and Concrete
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    • 제14권5호
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    • pp.527-546
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    • 2014
  • Portland cement concrete, which has higher strength and stiffness than asphalt concrete, has been widely applied on pavements. However, the brittle fracture characteristic of cement concrete restricts its application in highway pavement construction. Since the polypropylene fiber can improve the fracture toughness of cement concrete, Polypropylene Fiber-Reinforced Concrete (PFRC) is attracting more and more attention in civil engineering. In order to study the effect of polypropylene fiber on the generation and evolution process of the local deformation band in concrete, a series of three-point bending tests were performed using the new technology of the digital speckle correlation method for FRC notched beams with different volumetric contents of polypropylene fiber. The modified Double-K model was utilized for the first time to calculate the stress intensity factors of instability and crack initiation of fiber-reinforced concrete beams. The results indicate that the polypropylene fiber can enhance the fracture toughness. Based on the modified Double-K fracture theory, the maximum fracture energy of concrete with 3.2% fiber (in volume) is 47 times higher than the plain concrete. No effort of fiber content on the strength of the concrete was found. Meanwhile to balance the strength and resistant fracture toughness, concrete with 1.6% fiber is recommended to be applied in pavement construction.