• Advances in Computational Design
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• 제3권2호
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• pp.165-190
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• 2018

In this article, the static behavior of non-prismatic sandwich beams composed of functionally graded (FG) materials is investigated for the first time. Two types of beams in which the variation of elastic modulus follows a power-law form are studied. The principle of minimum total potential energy is applied along with the Ritz method to derive and solve the governing equations. Considering conventional boundary conditions, Chebyshev polynomials of the first kind are used as auxiliary shape functions. The formulation is developed within the framework of well-known Timoshenko and Reddy beam theories (TBT, RBT). Since the beams are simultaneously tapered and functionally graded, bending and shear stress pushover curves are presented to get a profound insight into the variation of stresses along the beam. The proposed formulations and solution scheme are verified through benchmark problems. In this context, excellent agreement is observed. Numerical results are included considering beams with various cross sectional types to inspect the effects of taper ratio and gradient index on deflections and stresses. It is observed that the boundary conditions, taper ratio, gradient index value and core to the thickness ratio significantly influence the stress and deflection responses.

• 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.

• ETRI Journal
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• 제27권5호
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• pp.551-556
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• 2005

We have demonstrated a high-power widely tunable sampled grating distributed Bragg reflector (SGDBR) laser integrated monolithically with a semiconductor optical amplifier (SOA) having a lateral tapered waveguide, which is the first to emit a fiber-coupled output power of more than 10 dBm using a planar buried heterostructure (PBH). The output facet reflectivity of the integrated SOA using a lateral tapered waveguide and two-layer AR coating of $TiO_2\;and\;SiO_2$ was lower than $3\;{\times}\;10^{-4}\;over$ a wide bandwidth of 85 nm. The spectra of 40 channels spaced by 50 GHz within the tuning range of 33 nm were obtained by a precise control of SG and phase control currents. A side-mode suppression ratio of more than 35 dB was obtained in the whole tuning range. Fiber-coupled output power of more than 11 dBm and an output power variation of less than 1 dB were obtained for the whole tuning range.

• 한국강구조학회 논문집
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• 제17권6호통권79호
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• pp.699-705
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• 2005

이 논문은 자유단에 집중질량을 갖고 종동력이 작용하는 변단면 캔틸레버 기둥의 임계하중에 관한 연구이다. 기둥의 단면을 중실 직사각형 단면을 갖는 선형 변단면으로 채택하고, Bernoulli-Euler 보 이론에 의한 자유단 집중질량을 갖고 종동력을 받는 소위 Beck 기둥의 자유진동을 지배하는 미분방정식을 유도하였다. 이 미분방정식을 수치해석하여 하중-고유진동수 곡선을 얻고 이로부터 발산임계하중 및 동요임계하중을 산출하였다. 수치해석의 결과로부터 변단면 형태, 경사변수 및 질량비가 임계하중에 미치는 영향을 고찰하였다.

• 한국농공학회지
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• 제38권3호
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• pp.50-57
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• 1996

A numerical method is presented to obtain the natural frequencies and mode shapes of the arbitrary tapered beams with static deflection due to arbitrary distributed dead loads. The differential equation governing free vibration of such beams is derived and solved numerically. The double integration method using the trapezoidal rule is used to solve the static behaviour of beams loaded arbitrary distributed dead load. Also, the Improved Euler method and the determinant search method are used to integrate the differential equation subjected to the boundary conditions and to determine the natural frequencies of the beams, respectively. In the numerical examples, the various geometries of the beams are considered : (1) linearly tapered beams as the arbitrary variable cross-section, (2) the triangular, sinusoidal and uniform loads as the arbitrary distributed dead loads and (3) the hinged-hinged, clamped-clamped and hinged-clamped ends as the end constraints. All numerical results are shown as the non-dimensional forms of the system parameters. The lowest three natural frequencies versus load parameter, slenderness ratio and section ratio are reported in figures. And for the comparison purpose, the typical mode shapes with and without the effects of static deflection are presented in the figure. According to the numerical results obtained in this analysis, the following conclusions may be drawn : (1) the natural frequencies increase when the effects of static deflections are included, (2) the effects are larger at the lower modes than the higher ones and (3) it should be betteF to include the effect of static deflection for calculating the frequencies when the beams are supported by both hinged ends or one hinged end.

• 한국통신학회논문지
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• 제39C권12호
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• pp.1307-1313
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• 2014

본 논문에서는 IR-UWB 통신 시스템의 테이퍼드 슬롯 안테나를 통해 지상 건물의 실내위치인식이 아닌 해양선박 실내에서의 위치 인식에 적합한 안테나를 제안하였다. 제안한 테이퍼드 슬롯 안테나는 Ansys사의 HFSS를 사용하여 전산모의 하였으며, 주파수 영역에서의 반사손실 및 정재파비, 방사패턴 등을 분석하였다. 분석한 결과 2.36 GHz ~ 5.51 GHz 대역에서 -10 dB 반사손실 및 $VSWR{\leq}2$를 만족하였으며, 방사패턴은 모든 대역에 걸쳐 특정한 방향으로 전파에 대한 감도가 높아지는 end-fire 특성을 보였다.

• 한국강구조학회 논문집
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• 제24권3호
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• pp.257-265
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• 2012

저층 장스팬 철골프레임에는 강재절감을 위해 휨모멘트 저항을 극대화 한 판폭두께비가 큰 변단면 부재를 이용한 PEB시스템을 사용하고 있다. 또한, 밀착조임 볼트접합은 완전조임 볼트접합에 비하여 공사비 절감과 시공용이성의 장점을 지니고 있다. 이에 본 연구에서는 밀착조임 볼트접합으로 이루어진 엔드플레이트형 접합형식에 판폭두께비가 큰 변단면 철골프레임의 실대형 실험을 행하였다. 변수로는 볼트체결방법과 재하하중방법이다. 프레임위치별 구조적 거동에 대해서 실험결과를 분석하고, 하중-변위관계에 대해서 해석결과와 비교하였다. 또한, 현장에서 밀착조임 볼트체결에 대한 볼트축력 도입과 사용성을 평가하였다.

• 대한토목학회논문집
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• 제11권3호
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• pp.37-46
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• 1991

이 논문(論文)은 변단면(變斷面) 보의 자유진동(自由振動)을 해석한 연구(硏究)이다. 보의 기하학적(幾何學的) 형상(形狀)은 보의 단면(斷面)이 직선적으로 변하는 변단면(變斷面) 보(tapered beam)를 택하였으며 균일폭 변화높이의 구형단면(矩形斷面), 균일(均一)높이 변화폭(變化幅)의 구형단면(矩形斷面), 정방형단면(正方形斷面) 또는 원형단면(圓形斷面)의 3가지 단면형상(斷面形狀)을 고려하였다. 보의 동적(動的) 평형방정식(平衡方程式)을 이용하여 변단면(變斷面) 보의 자유진동(自由振動)을 지배하는 미분방정식(微分方程式)을 유도하고, 이를 수치해석 기법인 Runge-Kutta method와 행렬(行列)값 탐사법(探査法)을 이용하여 고유진동수(固有振動數)와 진동형(振動形)을 산출할 수 있는 수치해석 기법을 개발하였다. 또한 타(他) 문헌(文獻)의 결과와 본 연구의 결과를 비교하여 본 연구방법의 타당성을 입증하였다. 실제의 수치해석 예는 힌지-힌지, 힌지-고정, 고정-고정, 자유-고정의 4가지 단부조건(端部條件)에 대하여 수치해석하였다. 수치해석의 결과로 $C_i-d_b/d_a$의 관계를 도시(圖示)하였고, 단부조건(端部條件)과 단면형상(斷面形狀)이 무차원 고유진동수에 미치는 영향을 분석하였다.

• 한국인터넷방송통신학회논문지
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• 제18권6호
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• pp.69-74
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• 2018

본 논문에서는 그물망 접지를 갖는 MCAA(Microstrip Comb Array Antenna)에서 그물망 구조의 변화가 MCAA에 미치는 영향을 조사하였다. 우선, 24GHz ISM 밴드에서 MCAA를 설계한 후 접지의 그물망 구조를 변화시키며 MCAA의 이득과 SLL(Side Lobe Level)의 변화를 조사하였다. 이 조사를 위해 그물망의 크기와 그물망 면적에 대한 도체를 제외한 공백의 면적 비인 공백율의 두 변수를 변화시켰다. MCAA는 방사체가 플랫한 MCAA와 방사체가 테이퍼된 MCAA의 두 가지 구조로 조사하였다. 공백율이 증가함에 따라 플랫한 MCAA와 테이퍼된 MCAA 모두에서 이득이 감소했다. 한편, 그물망 크기의 증가는 공백율 증가보다 안테나 이득을 더욱 극적으로 감소시켰다. 이러한 경향은 안테나 SLL에 대해서도 유사했으나 테이퍼된 MCAA가 플랫한 MCAA보다 그물망 크기 변화에 대한 영향을 좀 더 심하게 받았다.

• The Journal of Advanced Prosthodontics
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• 제12권6호
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• pp.338-343
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• 2020

PURPOSE. The present study aimed to investigate the relationships between the crown form of the upper central incisor and their labial inclination, overbite, and overjet. MATERIALS AND METHODS. Maxillary and mandibular casts of 169 healthy dentitions were subjected to 3D dental scanning, and analyzed using CAD software. The crown forms were divided into tapered, square, and ovoid based on the mesiodistal dimensions at 20% of the crown height to that at 40%. The degree of labial inclination of the upper central incisor was defined as the angle between the occlusal plane and the line connecting the incisal edge and tooth cervix. The incisal edges of the right upper and lower central incisor that in contact with lines parallel to the occlusal plane were used to determine the overbite and overjet. One-way ANOVA was performed to compare the labial inclination, overbite, and overjet among the crown forms. RESULTS. The crown forms were classified into three types; crown forms with a 20%/40% dimension ratio of 1.00±0.01 were defined as square, >1.01 as tapered, and <0.99 as ovoid. The labial inclination degree was the greatest in tapered and the least in square. Both overbite and overjet in tapered and ovoid were higher than those in square. CONCLUSION. Upper central incisor crown forms were related to their labial inclination, overbite, and overjet. It was suggested that the labial inclination, overbite, and overjet should be taken into consideration for the prosthetic treatment or restoring the front teeth crowns.