• 한국기계가공학회지
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• 제10권4호
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• pp.8-15
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• 2011

In this paper, the influence of a crack on the natural frequency of cracked cantilever L-shaped beam with coupled bending and torsional vibrations by analytically and experimentally is analyzed. The L-shaped beam with a crack is modeled by Hamilton's principle with consideration of bending and torsional energy. The two coupled governing differential equations are reduced to one sixth-order ordinary differential equation in terms of the flexural displacement. The crack is assumed to be in the first, second and third mode of fracture and to be always opened during the vibrations. The theoretical results are validated by a comparison with experimental measurements. The maximal difference between the theoretical results and experimental measurements of the natural frequency is less than 7.5% in the second vibration mode.

• 한국항행학회논문지
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• 제18권4호
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• pp.376-380
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• 2014

본 논문에서는 광대역 특성을 가지는 기울어진 L-형 모노폴 슬롯안테나를 새롭게 제안하였다. 안테나의 소형화 및 광대역화를 위해 접지면의 모서리에 위치하여 슬롯의 양 끝단이 개방되는 L-형 슬롯을 사용하였다. 그리고 낮은 주파수 대역에서 대역폭 증가를 위해 L-형 슬롯의 하단 구조를 기울어진 형태로 하였고, 반면에 높은 주파수 대역에서의 대역폭 증가를 위해 L-형 슬롯의 상단 구조를 테이퍼 형태로 하였다. 급전 구조는 일반적으로 개방 종단보다 대역폭 증가에 유리한 것으로 알려진 단락 종단된 마이크로스트립 급전선을 사용하였다. 제안된 안테나의 제작 및 측정 결과, 임피던스 대역폭($S_{11}{\leq}-10dB$)이 4.72 GHz (2.28~7 GHz)인 광대역 특성을 얻을 수 있었으며, 안테나 이득의 경우 전 대역에서 약 3dBi 이상의 높은 이득을 얻을 수 있었다.

• 한국산학기술학회논문지
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• 제8권3호
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• pp.508-512
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• 2007

본 연구에서는 십자형 평판 모노폴 안테나에 L자형 슬릿을 두어 이중공진 특성이 발생하는 새로운 형태의 안테나 구조를 제안하였다. 제안하는 안테나 구조에서 이중공진 특성이 발생하도록 하기 위해서는 먼저 십자형 평판 모노폴 안테나의 높이와 길이를 중심주파수에 맞게 설정한 후, 안테나 표면에 L자형 슬릿을 두어 슬릿의 길이 조절에 의해서 가능하다. 본 연구에서 제안하는 안테나의 구조적인 장점은 L자형 슬릿의 길이 조절에 의해 특정 주파수 대역에서 이중공진 특성이 발생하도록 설계 가능하다는 것이다. 또한, 안테나의 특성을 이중공진 대역에서 살펴보면 두 대역에서 모두 무지향성의 방사패턴과 함에 일정 수준 이상의 고이득을 가져 이동체용 안테나에 적합한 특성을 보인다.

• 한국통신학회논문지
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• 제36권7A호
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• pp.678-682
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• 2011

본 논문에서는 1~6GHz 대역에서 동작하는 소형 대수 주기 다이폴 배열 (LPDA: Log-periodic Dipole Array) 안테나에 관해 연구하였다. LPDA 안테나의 폭을 소형화하기 위해 역(inverted)-L 형태의 다이폴 소자를 사용하였고, 전체 길이를 줄이기 위해 각 다이폴 소자 간의 간격을 줄였다. 역-L 형태의 다이폴 소자의 top-loading 길이를 증가시킬수록 LPDA 안테나의 폭을 더 줄일 수 있으나, 대역폭과 이득은 상대적으로 감소함을 알 수 있었다. 최종 제작된 소형 LPDA 안테나는 FR4(비유전율 4.4, 두께 1.6 mm) 기판 상에 제작되었고, 표준 LPDA 안테나와 비교하여 폭이 32%, 길이가 49% 줄어들었다. 측정한 이득은 1~6GHz 대역에서 1~3.1 dBi 범위에 있다.

• 한국전자파학회:학술대회논문집
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• 한국전자파학회 2000년도 종합학술발표회 논문집 Vol.10 No.1
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• pp.350-353
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• 2000

In this paper, we designed the microstrip patch antenna with L-shaped aperture, which greatly enhances its bandwidth. We optimized to get a maximum bandwidth. The microstrip patch antenna with L-shaped aperture has the widest bandwidth of the conventional aperture coupled microstrip patch antenna. This antenna also has the low-cross polarization level. The effects of changing several key design parameters of the antenna are investigated. We calculated the VSWR, input impedance, and radiation pattern.

• Steel and Composite Structures
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• 제43권2호
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• pp.139-152
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• 2022

Steel-reinforced concrete (SRC) L-shaped column is the vertical load-bearing member with high spatial adaptability. The seismic behavior of SRC L-shaped column is complex because of their irregular cross sections. In this study, the hysteretic performance of six steel truss reinforced concrete L-shaped columns specimens under the combined loading of compression, bending, shear, and torsion was tested. There were two parameters, i.e., the moment ratio of torsion to bending (γ) and the aspect ratio (column length-to-depth ratio (φ)). The failure process, torsion-displacement hysteresis curves, and bending-displacement hysteresis curves of specimens were obtained, and the failure patterns, hysteresis curves, rigidity degradation, ductility, and energy dissipation were analyzed. The experimental research indicates that the failure mode of the specimen changes from bending failure to bending-shear failure and finally bending-torsion failure with the increase of γ. The torsion-displacement hysteresis curves were pinched in the middle, formed a slip platform, and the phenomenon of "load drop" occurred after the peak load. The bending-displacement hysteresis curves were plump, which shows that the bending capacity of the specimen is better than torsion capacity. The results show that the steel truss reinforced concrete L-shaped columns have good collapse resistance, and the ultimate interstory drift ratio more than that of the Chinese Code of Seismic Design of Building (GB50011-2014), which is sufficient. The average value of displacement ductility coefficient is larger than rotation angle ductility coefficient, indicating that the specimen has a better bending deformation resistance. The specimen that has a more regular section with a small φ has better potential to bear bending moment and torsion evenly and consume more energy under a combined action.

• Steel and Composite Structures
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• 제45권4호
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• pp.513-533
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• 2022

This study presents similarities and differences between Turkish Building Code for Steel Structures, which are TS 648 and SDCCSS (Specification for Design, Calculation and Construction of Steel Structures) in terms of the design of the members. Hot-rolled I-shaped steel sections for symmetrical and U-shaped steel sections (i.e., channels) for monosymmetric sections were elaborated in detail. The design strength of tension members under tensile load, compression members under axial load and flexural members under flexure and shear were examined separately. Connection details for tension members, slenderness for compression members and distance between lateral supports for flexural members were considered as prime variables. Analysis results revealed the design strength of the tension members where at least one of the cross-sectional parts is not connected to the connection plates, I-shaped compression members where a slenderness ratio is below 39 (𝛌<39), U-shaped compression members and flexural members where L_b is between L_p and L_r (L_pb≤L_r) designed based on TS 648 are greater than those designed based on SDCCSS 2018. Strength differences between the specification can reach 79% for tensile members, 13% for compression members and 9% for flexural members.

• 한국주조공학회지
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• 제5권2호
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• pp.109-117
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• 1985

A two dimensional analysis of the solidification phenomena has been simulated by IAD (Implicit Alternating Direction)method for L-shaped castings with external chills. The effect of chills has been studied with the variation of chill size, shape, and their materials, and also with the variation of the pouring temperature. Three kinds of cross-sectional shapes of chills such as triangle, square, and L-shape were chosen, and graphite, cast iron, and copper for their materials. It has been shown by the computation that the hot spot at the junction of L-shaped castings can not be removed by external chills, and that the distance between the inner corner and the hot spot on the line of symmetry, as well as the solidification time of castings depend only on VHC (Volumetric Heat Capacity).

• Steel and Composite Structures
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• 제13권5호
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• pp.473-487
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• 2012

An experimental study was performed to investigate the seismic performance of steel reinforced concrete (SRC) special-shaped columns. For this purpose, 17 steel reinforced concrete special-shaped column specimens under low-cyclic reversed load were tested, load process and failure patterns of the specimens with different steel reinforcement were observed. The test results showed that the failure patterns of these columns include shear-diagonal compression failure, shear-bond failure, shear-flexure failure and flexural failure. The failure mechanisms and characteristics of SRC special-shaped columns were also analyzed. For different SRC special-shaped columns, based on the failure characteristics and mechanism observed from the test, formulas for calculating ultimate shear capacity in shear-diagonal compression failure and shear-bond failure under horizontal axis and oblique load were derived. The calculated results were compared with the test results. Both the theoretical analysis and the experimental results showed that, the shear capacity of T, L shaped columns under oblique load are larger than that under horizontal axis load, whereas the shear capacity of +-shaped columns under oblique load are less than that under horizontal axis load.

• 한국정보통신학회논문지
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• 제20권7호
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• pp.1221-1228
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• 2016

본 논문에서는 포크 모양의 급전 구조를 갖는 변형된 마름모 슬롯 UWB(Ultra Wide Band) 안테나를 제안하였다. 제안된 안테나는 초광대역 특성을 얻기 위해서 마름모 형태의 슬롯 구조와 포크 모양의 급전 구조로 설계하였다. 변형된 마름모 구조는 기존 마름모 구조에서 상단과 하단 영역이 제거하여 설계하였다. 제안된 안테나는 $34mm(W_1){\times}34mm(L_1){\times}1mm(t)$의 유전율 4.4인 FR-4 유전체 기판 위에 설계되었으며 전체 슬롯 크기는 $30mm(W_2){\times}16.75mm(L_3+L_4)$을 갖도록 설계하였다. 각 파라메타에 대한 시뮬레이션을 진행하여 최적화 수치를 얻었다. 제작 및 측정 결과로부터 제안된 안테나의 반사손실 특성은 3.1 ~ 10.6 GHz UWB 대역에서 -10dB 이하의 값을 갖으며 또한 측정된 이득과 방사패턴 특성 결과를 얻었다.