• 한국농공학회지
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• 제36권2호
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• pp.56-66
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• 1994

Numerical methods are developed to obtain the buckling loads and to analyze the postbuckling behavior of the tapered steel piles. The nondimensional differential equations governing the elastica of the buckled piles are derived by the third order theory and solved numerically. The Runge-Kutta method is used to solve the differential equations, and the bisection method is used to obtain the buckling loads and the reaction moments of the clamped ends. Both the linear and stepped taper of the steel piles are considered as the variable crosssection in the differential equations. As the numerical results, the equilibrium paths, the buckling loads vs. section ratio curves and the typical elastica and the bending moment diagrams of the buckled piles are presented in figures. Experimental studies that complement the theoretical results are presented. It is expected that the numerical methods developed in this study for calculating the buckling loads and analyzing the postbuckling behavior of the steel piles are used in the structural and foundation engineering.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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• pp.291-298
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• 2001

When the compression members have the variable cross sections along their member axes, the determination of the elastic critical loads by classical methods becomes impossible and if possible involves complicated calculation only to obtain the approximate values of critical load. In this paper the elastic critical load coefficients of the tapered members with simply supported ends were determined by finite element method. And then the results were represented by simple algebraic equations of two parameters, a( =taper parameter) and m ( = sectional property parameter). One the basis of algebraic equations, the equivalent moment of inertia concept originally proposed by Bleich for a spesific case, are extended to the general cases.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 추계학술대회논문집 II
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• pp.1254-1259
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• 2001

This paper deals with the free vibrations of circular arches with variable cross-section. The differential equations governing free, in-plane vibrations of tapered circular arches, including the effects of rotatory inertia, shear deformation and axial deformation, are derived and solved numerically to obtain frequencies and mode shapes. Numerical results are calculated for the quadratic arches with hinged-hinged and clamped-clamped end constraints. Three general taper types for a rectangular section are considered. The lowest four natural frequencies and mode shapes are presented over a range of non-dimensional system parameters： the subtended angle, the slenderness ratio and the section ratio.

• 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.

• 대한토목학회논문집
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• 제31권1A호
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• pp.1-7
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• 2011

이 연구는 일정표면적 기둥의 좌굴하중에 관한 연구이다. 기둥단면의 변화깊이의 형상함수로는 선형 변단면을 채택하였다. 이러한 기둥의 좌굴형상을 지배하는 상미분방정식을 유도하기 위하여 축방향 압축력을 받는 기둥의 동적 평형방정식을 이용하였다. 수치해석 예에서는 회전-회전, 회전-고정, 고정-고정의 지점조건을 고려하였다. 수치해석의 결과로 각종 기둥변수들이 좌굴하중에 미치는 영향을 분석하였다. 특히, 일정표면적으로부터 최대 좌굴하중을 발생시킬 수 있는 기둥의 최강단면비와 그에 대응하는 최강좌굴하중을 산정하였다. 기둥 축에 횡방향 내부지점을 설치하여 좌굴하중을 증가시킬 수 있는 무변위 위치를 찾기 위하여 기둥의 좌굴형상을 산출하였다.

• Structural Engineering and Mechanics
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• 제5권3호
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• pp.257-268
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• 1997

The elastic deflections and Euler buckling loads are investigated for a class of tapered and initially curved cantilevered beams subjected to loading at the tip. The beam's width increases linearly and its depth decreases linearly with the distance from the fixed end to the tip. Unloaded, the beam forms a circular are perpendicular to the axis of bending. The beam's deflection responses, obtained by solving the differential equations in closed form, are presented in terms of four nondimensional system parameters: taper ratio ${\kappa}$, initial shape ratio ${\Delta}_0$, end load ratio f, and load angle ${\theta}$. Laboratory measurements of the Euler buckling loads for scale models of tapered initially straight, corrugated beams compared favorably with those computed from the present analysis. The results are applicable to future designs of the end structures of highway guardrails, which can be designed to give the appropriate balance between the capacity to deflect a nearly head-on vehicle back to its right-of-way and the capacity to buckle sufficiently that penetration of the vehicle may be averted.

• 대한기계학회논문집
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• 제10권6호
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• pp.889-897
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• 1986

본 논문에서는 Koren의 알고리즘을 밀링에 적용하는 ACCCNC시스템을 제안 CNC 시스템에 AC 시스템을 적용할 때 생기는 변수예측과 또 스텝 및 테이퍼의 두 가지 형 상모델에 대한 변수들의 거동 및 그 때의 생산성을 알아보고 또 이 시스템을 밀링에 적용할 때의 이들 시스템의 적용 가능성을 AC-unit 제어실험(control test)을 통하여 그 타당성을 검토하여 실제 CNC 시스템에 AC 시스템을 적용할 수 있도록 하는 ACC-CNC 시스템의 설계기준을 설정하여 시스템의 최적설계의 기초적인 자료를 얻고자 한다.

• 대한치과보철학회지
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• 제40권2호
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• pp.131-139
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• 2002

There have been many studies about marginal discrepancy of single restorations made by various systems and materials. But many of statistical inferences are not definite because of sample size, measurement number, measuring instruments. etc. The purpose of this study was to compare the marginal adaptations of the anterior single restorations made by different systems and to consider more desirable statistical methods in analysing the marginal fit. The in vitro marginal discrepancies of three different all-ceramic crown systems (Celay In-Ceram. Conventional In-Ceram. IPS Empress 2 layering technique) and one control group (PFM) were evaluated and compared. The crowns were made from one extracted maxillary central incisor prepared with a 1mm shoulder margin and $6^{\circ}$ taper walls by milling machine. 10 crowns per each system were fabricated. Measurements or a crown were recorded at 50 points that were randomly selected for marginal gap evaluation. Non-parametric statistical analysis was performed for the results. Within the limits of this study, the following conclusions were drawn: 1 Mean gap dimensions and standard deviations at the marginal opening for the maxillary incisor crowns were $98.2{\pm}40.6{\mu}m$ for PFM, $83.5{\pm}18.7{\mu}m$ for Celay In-Ceram, $104.9{\pm}44.1{\mu}m$ for conventional In-Ceram, and $45.5{\pm}11.5{\mu}m$ for IPS Empress 2 layering technique. The IPS Empress 2 system showed the smallest marginal gap (P<0.05). The marginal openings of the other three groups were not significantly different (P<0.05). 2 The marginal discrepancies found in this study were all within clinically acceptable standards ($100\sim150{\mu}m$). 3. When the variable is so controlled that the system may be the only one, mean value is interpreted to be the marginal discrepancy of a restoration which is made by each system and standard deviation is to be technique-sensitivity of each one. 4. From the standard deviations. the copy-milling technique (Celay/In-Ceram) was not considered to be technique-sensitive in comparison with other methods. 5. Parametric analysis is more reliable than non-parametric one in interpretation of the mean and standard deviation. The sample size of each group has to be more than 30 to use parametric statistics. The level of clinically acceptable marginal fit has not been established. Further studies are needed.

• 한국전산구조공학회논문집
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• 제30권2호
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• pp.111-117
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• 2017

본 논문에서는 유한요소 자유진동해석을 수행하여 박판 보에서의 국소변형효과를 조사하였다. 자유진동해석은 단일셀 및 다중셀 박스보에 대해 수행하였으며, 풍력발전 블레이드를 가장 단순하게 모사할 수 있는 단일셀 박스보를 먼저 해석하였다. 쉘요소 해석결과를 보요소 해석결과와 비교하여 보았을 때 박스 보의 박판 두께가 정확도에 매우 중요한 역할을 함을 확인하였다. 두께가 얇은 경우에는 쉘의 국소변형(또는 쉘 모드)가 주요하게 나타난 반면에 두꺼울 경우에는 전단변형의 효과가 크게 나타남을 알 수 있었다. 목이 있는 단일셀 박스보에서의 국소변형은 목 주위에 집중되어 나타남을 확인하였다. 마지막으로 실제 블레이드와 유사한 다중셀 테이퍼 보의 주파수 및 모드형상을 분석하였다. 보 요소 해석결과는 쉘 요소 결과와 비교하여 약 5~7% 주파수 차이를 보였으며, 이는 보요소가 국소변형을 제대로 모사하지 못하기 때문이다. 특히 래그모드(lagwise mode)의 경우에는 단면의 분할 정도의 영향보다 국소변형의 효과가 매우 크다는 것을 알 수 있었다.