• Steel and Composite Structures
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• 제29권3호
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• pp.363-377
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• 2018

An efficient and free of shear locking finite element model is developed and employed to study free vibration of tapered bidirectional functionally graded material (BFGM) beams. The beam material is assumed to be formed from four distinct constituent materials whose volume fraction continuously varies along the longitudinal and thickness directions by power-law functions. The finite element formulation based on the first-order shear deformation theory is derived by using hierarchical functions to interpolate the displacement field. In order to improve efficiency and accuracy of the formulation, the shear strain is constrained to constant and the exact variation of the cross-sectional profile is employed to compute the element stiffness and mass matrices. A comprehensive parametric study is carried out to highlight the influence of the material distribution, the taper and aspect ratios as well as the boundary conditions on the vibration characteristics. Numerical investigation reveals that the proposed model is efficient, and it is capable to evaluate the natural frequencies of BFGM beams by using a small number of the elements. It is also shown that the effect of the taper ratio on the fundamental frequency of the BFGM beams is significantly influenced by the boundary conditions. The present results are of benefit to optimum design of tapered FGM beam structures.

• 대한기계학회논문집A
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• 제21권8호
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• pp.1276-1290
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• 1997

The previous elastic stiffness formulas of leaf type holddown spring assemblies(HDSs) have been corrected and extended to be able to consider the point of taper runout for the TT-HDS and all the strain energies for both the TT-HDS and the TW-HDS based on Euler beam theory and Castigliano'stheorem. The elastic stiffness sensitivity of the leaf type holddown spring assemblies was analyzed using the derived elastic stiffness formulas and their gradient vectors obtained from the mid-point formula. As a result of the sensitivity analysis, the elastic stiffness sensitivity at each design variable is quantified and design variables having remarkable sensitivity are identified. Among the design variables, leaf thickness is identified as that of having the most remarkable sensitivity of the elastic stiffness. In addition, it was found that the sensitivity of the leaf type HDS's elastic stiffness is exponentially correlated to the leaf thickness.

• Steel and Composite Structures
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• 제8권5호
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• pp.389-402
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• 2008

In December 2005, one(A) of the two pre-engineered warehouse buildings in the port of K City of Korea was completely destroyed and the other(B) was seriously damaged to be demolished. Over-loaded snow and unexpected blast of wind were the causes of the accident and destructive behavior was brittle fracture caused by web local buckling and lateral torsional buckling at the flange below rafter. However, the architectural design technology of today based on material non-linear method does not consider the tolerances to solve the problem of such brittle fracture. So, geometric non-linear evaluation which includes initial deformation, width-thickness ratio, web stiffener and unbraced length is required. This study evaluates the structural safety of 4 models in terms of width-thickness ratio and unbraced length using ANSYS 9.0 with parameters such as width-thickness ratio of web, existence/non-existence of stiffener and unbraced length. The purpose of this study is to analyze destructive mechanism of the above-mentioned two warehouse buildings and to provide ways to promote the safety of pre-engineered buildings.

• 한국정보통신학회논문지
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• 제20권4호
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• pp.691-697
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• 2016

본 논문에서는 UWB 통신 시스템에 적합한 안테나를 제안하였으며, 특정 구간에서 위치 인식에 적합한 특성을 만족하였다. 제안된 테이퍼드 슬롯 안테나는 Ansys사의 HFSS 시뮬레이션 툴을 통하여 최적화 설계되었으며, 유전율 4.5, 손실 탄젠트 0.0035, 두께 1.62 mm를 갖는 Taconic TRF-45 기판으로 제작되었다. 테이퍼드 슬롯 안테나는 주파수 영역에서의 반사계수 및 정재파비, 방사패턴 등을 분석하였다. 제작된 테이퍼드 슬롯 안테나의 임피던스 대역폭은 3.8 ~ 8.9 GHz 대역에서 5.1 GHz 대역폭을 보였으며, 안테나의 E-평면과 H-평면에서 방사패턴은 특정 구간에서 실내 외 위치 인식에 적합한 지향성의 특성을 만족하였다. 안테나 이득은 시뮬레이션에서 6 GHz 대역에서 7.4 dBi이며, 측정 결과는 6 GHz 대역에서 7.6 dBi의 최대 이득을 보인다. 제안된 테이퍼드 슬롯 안테나는 시뮬레이션과 측정 결과는 다소 차이가 있지만 UWB 통신 시스템의 규정을 만족하였다.

• 소성∙가공
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• 제25권1호
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• pp.36-42
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• 2016

Fiber metal laminates (FMLs) are well known for improved fatigue strength, better impact resistance, superior damage tolerance and slow crack growth rate compared to traditional metallic materials. However, defects and loss of strength of a composite material can occur due to the vertical load from the punch during the joining with a dissimilar material using a conventional clinching method. In the current study, tapered-hole clinching was an alternative process used to join Al 5052 and FMLs. The tapered hole was formed in the FML before the joining. For the better understanding of static and dynamic characteristics, a clinched joining followed by a tensile-shear test was numerically simulated using the finite element analysis. The design parameters were also evaluated for the geometry of the tapered hole by the Taguchi method in order to improve and compare the lateral joining strength of the clinched joint. The influence of the neck thickness and the undercut were evaluated and the contribution of each design parameter was determined. Then, actual experiments for the joining and tensile-shear test were conducted to verify the results of the numerical simulations. In conclusion, the appropriate combination of the design parameters can improve the joining strength and the cross-sections of the tapered-hole clinched joint formed in the actual experiments were in good agreement with the results of the numerical simulations.

• 전기전자학회논문지
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• 제24권1호
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• pp.368-371
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• 2020

본 논문에서는 휴대용 UHF대역 RFID 시스템을 위한 선형 테이퍼드 슬롯 정류 안테나를 제안하였다. 제안한 정류 안테나는 별도의 유전체 기판을 사용하지 않기 때문에, 얇은 금속 두께로 평판형 안테나를 구현하였다. 정류 안테나는 입력 RF전력을 출력 DC전압으로 전환하는 정류회로는 2개의 쇼트기 다이오드를 이용한 배전압회로를 이용하였으며, 선형 테이퍼드 슬롯 안테나에 집적하여 정류 안테나를 설계하였다. 배전압 정류회로와 선형 테이퍼드 슬롯 안테나의 임피던스 공액정합을 위하여, 테이퍼드 슬롯의 각도와 안테나 급전선의 길이의 조절을 통해 source-pull 방법을 이용하였다. 제안한 안테나 시제품은 자유공간 무선환경실험 환경에서 RF-DC전환 실험과 원거리장 안테나 방사패턴 측정실험을 통해 회로 및 방사 특성을 검증하였다. 최종 제안한 안테나는 중심주파수 915 MHz 기준으로 0.23-파장(75 mm)와 0.18-파장(60 mm) 크기로 소형화하였다.

• 한국소음진동공학회논문집
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• 제11권5호
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• pp.89-100
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• 2001

The Ritz method Is applied In a three-dimensional (3-D) analysis to obtain accurate frequencies for thick. linearly tapered. annular plates. The method is formulated for annular plates haying any combination of free or fixed boundaries at both Inner and outer edges. Admissible functions for the three displacement components are chosen as trigonometric functions in the circumferential co-ordinate. and a1gebraic polynomials in the radial and thickness co-ordinates. Upper bound convergence of the non-dimensional frequencies to the exact values within at least four significant figures is demonstrated. Comparisons of results for annular plates with linearly varying thickness are made with ones obtained by others using 2-D classical thin place theory. Extensive and accurate ( four significant figures ) frequencies are presented 7or completely free. thick, linearly tapered annular plates haying ratios of average place thickness to difference between outer radius (a) and inner radius (b) radios (h$_{m}$/L) of 0.1 and 0.2 for b/L=0.2 and 0.5. All 3-D modes are included in the analyses : e.g., flexural, thickness-shear. In-plane stretching, and torsional. Because frequency data liven is exact 7o a\ulcorner least four digits. It is benchmark data against which the results from other methods (e.g.. 2-D 7hick plate theory, finite element methods. finite difference methods) and may be compared. Throughout this work, Poisson\`s ratio $\upsilon$ is fixed at 0.3 for numerical calculations.s.

• 비파괴검사학회지
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• 제23권6호
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• pp.577-582
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• 2003

This paper describes a new technique for thickness measurement of a very thin layer less than one-quarter of the wavelength of ultrasonic wave used in the ultrasonic pulse-echo measurements. The technique determines the thickness of a thin layer in a tapered medium from constructive interference of multiple reflection waves. The interference characteristics are derived and investigated in theoretical and experimental approaches. Modified total reflection wave g(t) defined as difference between total and first reflection waves increases in amplitude as the interfacial layer thickness decreases down to zero. A layer thickness less than one-tenth of the ultrasonic wavelength is measured using the maximum amplitude of g(t) with a good accuracy and sensitivity. The method also requires no inversion process to extract the thickness information from the waveforms of reflected waves, so that it makes possible to have the on-line thickness measurement of a thin layer such as a lubricating oil film in thrust bearings and journal bearings during manufacturing process.

• Computers and Concrete
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• 제9권6호
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• pp.403-426
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• 2012

This paper deals with the structural behaviour of tapered concrete-filled steel composite (TCFSC) columns under eccentric loading. Finite element software LUSAS is used to perform the nonlinear analyses to predict the structural behaviour of the columns. Results from the finite element modelling and existing experimental test are compared to verify the accuracy of the modelling. It is demonstrated that they correlate reasonably well with each other; therefore, the proposed finite element modelling is absolutely accurate to predict the structural behaviour of the columns. Nonlinear analyses are carried out to investigate the behaviour of the columns where the main parameters are: (1) tapered angle (from $0^{\circ}$ to $2.75^{\circ}$); (2) steel wall thickness (from 3 mm to 4 mm); (3) load eccentricity (15 mm and 30 mm); (4) L/H ratio (from 10.67 to 17.33); (5) concrete compressive strength (from 30 MPa to 60 MPa); (6) steel yield stress (from 250 MPa to 495 MPa). Results are depicted in the form of load versus mid-height deflection plots. Effects of various tapered angles, steel wall thicknesses, and L/H ratios on the ultimate load capacity, ductility and stiffness of the columns are studied. Effects of different load eccentricities, concrete compressive strengths and steel yield stresses on the ultimate load capacity of the columns are also examined. It is concluded from the study that the parameters considerably influence the structural behaviour of the columns.

• 전자공학회논문지D
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• 제36D권11호
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• pp.18-26
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• 1999

최근, 유사 빔 전파방법이나 비 직교성 결합모드이론과 같은 다양한 근시적 해석법들이 중첩모드에 기초한 테이퍼 방향성 결합기의 그 광학적 특성을 분석하기 위하여 제안되어 왔다. 비록, 이들 접근 방식들이 특별한 구조에서 충분히 정확한 결과들을 제공하지만 테이퍼 전송 구조와 같은 민감한 광 소자 해석에는 불충분하다. 이를 위하여, 우리는 그 방향성 결합기의 전력전송을 정확하게 해석하기 위하여 새롭게 발전된 모드 전송선로, 해석법을 소개하고 이용하고자 한다. 이를 이용한 수치 해석 결과 대칭인 두 테이퍼 채널의 간격이 증가함에 따라 우/기 모드의 전파상수는 하나의 값으로 수렴하였다. 더욱이, 테이퍼 각도가 ${\theta}=0.1^{\circ}$일 때 하나의 전송 채널을 통하여 입사된 모드의 97%가 다른 전송 채널로 전송되었고, 그 기운 각도가 증가함에 따라 전력 전송은 현저하게 감소하였다.