• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2001년도 하계학술대회 논문집
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• pp.295-298
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• 2001

This paper presents mechanical properties and weatherability of FRP pole used for a distribution line about high strength and good insulation properties. The experiment strength obtained in cantilever beam test are comparable to ES standards. The environmental factors, such as elevated temperatures, high humidity, and corrosive fluids, and ultraviolet(UV) rays, influence on the performance of Polymeric matrix composite.

• 한국산학기술학회논문지
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• 제14권11호
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• pp.5939-5946
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• 2013

교량과 도로 포장사이의 주행성 향상을 제공하는 교량 접속판(BAS)은 여러 가지 요인으로 제 기능을 발휘하지 못하고 있다. 현행 도로설계요령은 접속판 길이의 70%를 지간으로 한 단순보로 계산하고 있으며 슬래브 아래의 침하와 공극을 고려하지 못한다. BAS의 휨모멘트에 대한 지반침하 영향을 조사하기 위해 탄성지반 보(BAS-ES)를 본 연구에서 사용했다. 사용된 매개변수는 경간장, 유실길이, 유실위치, 지반 반력계수이다. 중앙지간에 가까운 유실이 접속판에 최대모멘트가 발생하는 것을 매개변수 연구를 통해 알 수 있었다. BAS 아래의 공극은 일반적으로 교대 주위에서 발생되므로 사용모델은 침하와 공극을 형상화하기 위해 교대로부터 스프링을 제거하여 유실위치를 고려했다. 탄성지지 보 모델을 사용해 AASHTO LRFD 교량설계기준에 근거한 설계모멘트와 국내 도로교설계기준의 설계모멘트를 비교하였다. 유실을 고려한 탄성지반 접속판의 설계모멘트가 현행 접속판 설계와 비교해 여전히 작게 나타나 비용절감 효과를 꾀할 수 있다.

• 한국지능시스템학회논문지
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• 제22권2호
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• pp.218-224
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• 2012

최근에는, 초소형 AUV(Autonomous Underwater Vehicle)의 개발에 대한 요구가 증가하고 있으므로 그 요소 기술의 확보가 시급하다. 요소 기술의 하나로서 국부경로제어의 기존 연구에서는 주로 전방감시소나(Forward Looking Sonar : FLS)의 정보를 활용하고 있는데, FLS의 크기는 초소형 AUV에 적합하지 않으므로 장애물회피소나(Obstacle Avoidance Sonar : OAS)를 이용하는 것이 바람직하다. 요약하면, 초소형 AUV를 위한 OAS 기반의 국부경로제어 시스템은 다음과 같은 문제점들을 가지고 있다. 즉, OAS는 낮은 방위(bearing) 분해능 및 지역적인 거리(range) 정보를 제공하며, 임무시간을 증대하기 위해서 에너지 소비가 적은 시스템을 필요로 한다. 나아가, 구조 및 파라메터 관점에서 용이한 설계 절차를 요구한다. 이 문제를 해결하기 위해서 OAS 빔 모델링을 기반으로 진화 전략(Evolution Strategy : ES) 및 퍼지논리 제어기(Fuzzy Logic Controller : FLC)를 이용하는 지능형 국부경로제어 기법이 제안되었다. 제안된 기법의 성능을 검증하고 특성을 분석하기 위해서 수중비행체(Underwater Flight Vehicle : UFV)의 수평면 침로(course) 제어가 수행되었다. 시뮬레이션 결과는 제안된 기법에 있어서 실제 적용의 가능성과 추가 연구의 필요성을 보여준다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 1998년도 제14회 학술발표회 논문개요집
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• pp.20-20
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• 1998

I Ion beam technology has recently attracted much interest because it has exciting t technological p아:ential for surface analysis, ion beam mixing, surface cleaning and etching i in thin film growth and semiconductor fabrication processes, etc. Es야~cially, ion beam s sputtering has been widely used for sputter depth profiling with x-photoelectron S spectroscopy (XPS) , Auger electron s$\pi$~troscopy(AES), and secondary-ion mass S야i따oscopy(SIMS). However, The problem of surface compositional ch없1ge due to ion b bombardment remains to be understo여 없ld solved. So far sputtering processes have been s studied by s따face an외ysis tools such as XPS, AES, and SIMS which use the sputtering p process again. It would be improbable to measure the modified surface composition profiles a accurately due to ion beam bombardment with surface analysis techniques based on sputter d depth profiling. However, recently Medium energy ion scattering spectroscopy(MEIS) has b been applied to study the sputtering of solid surface at ion bombardment and has been p proved that it has been extremely valuable in probing the surface composition 뻐d s structure nondestructively and quantita디vely with less than 1.0 nm depth resolution. To u understand the sputtering processes of solid surface at ion bombardment, The Molecular D Dynamics(MD) and Monte Carlo(MC) simulation has been used and give an intimate i insight into the sputtering processes of solid surfaces. In this presentation, the sputtering processes of alloys and compound samples at ion b bombardment will be reviewed and the MEIS results for the Ar+ sputter induced altered l layer of the TazOs thin film 뻐dd없nage profiling of Ar+ ion sputt얹"ed Si(100) surface will b be discussed with the results of MD and MC simulation.tion.

• Structural Engineering and Mechanics
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• 제22권1호
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• pp.71-83
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• 2006

This paper deals with the effects of various moisture environments on the structural behavior of concrete beams. The presented results were obtained within a large experimental program carried out at the Laboratoire Central des Ponts et Chauss$\acute{e}$es (LCPC), with Electricit$\acute{e}$ de France (EDF) as a partner. The aim of this paper is to point out and to quantify the strains resulting from unidirectional moisture conditions: a drying gradient applied during 14 months, followed by the re-wetting of the dried surface during 9 months. The effect of reinforcement on the shrinkage and on the deformation due to water absorption is pointed out. Moreover, a lot of tests on companion cylinders and prisms were carried out to determine the mechanical characteristics of the material and help checking analysis methods. The paper focuses on numerous measurements obtained during the 23 months on one plain concrete beam and one reinforced concrete beam: variation of water content, followed by precise weighing and gammadensitometry, relative humidity measurements, local and global deformations in the three directions and deflection of the beams. Thus, the effects of drying and water absorption on the behavior of concrete structures are documented and analyzed in comparison with existing representation of water diffusion.

• Structural Engineering and Mechanics
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• 제34권5호
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• pp.597-609
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• 2010

A problem formulation and solution methodology for design optimization of laminated thin-walled composite beams of generic section is presented. Objective functions and constraint equations are given in the form of beam stiffness. For two different problems one for open section and the other for closed section, the objective function considered is bending stiffness about x-axis. Depending upon the case, one can consider bending, torsional and axial stiffnesses. The different search and optimization algorithm, known as Evolution Strategies (ES) has been applied to find the optimal fibre orientation of composite laminates. A multi-level optimization approach is also implemented by narrowing down the size of search space for individual design variables in each successive level of optimization process. The numerical results presented demonstrate the computational advantage of the proposed method "Evolution strategies" which become pronounced to solve optimization of thin-walled composite beams of generic section.

• Steel and Composite Structures
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• 제36권2호
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• pp.143-161
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• 2020

In nanosized structures as the surface area to the bulk volume ratio increases the classical continuum mechanics approaches fails to investigate the mechanical behavior of such structures. In perforated nanobeam structures, more decrease in the bulk volume is obtained due to perforation process thus nonclassical continuum approaches should be employed for reliable investigation of the mechanical behavior these structures. This article introduces an analytical methodology to investigate the size dependent, surface energy, and perforation impacts on the nonclassical bending behavior of regularly squared cutout nanobeam structures for the first time. To do this, geometrical model for both bulk and surface characteristics is developed for regularly squared perforated nanobeams. Based on the proposed geometrical model, the nonclassical Gurtin-Murdoch surface elasticity model is adopted and modified to incorporate the surface energy effects in perforated nanobeams. To investigate the effect of shear deformation associated with cutout process, both Euler-Bernoulli and Timoshenko beams theories are developed. Mathematical model for perforated nanobeam structure including surface energy effects are derived in comprehensive procedure and nonclassical boundary conditions are presented. Closed forms for the nonclassical bending and rotational displacements are derived for both theories considering all classical and nonclassical kinematics and kinetics boundary conditions. Additionally, both uniformly distributed and concentrated loads are considered. The developed methodology is verified and compared with the available results and an excellent agreement is noticed. Both classical and nonclassical bending profiles for both thin and thick perforated nanobeams are investigated. Numerical results are obtained to illustrate effects of beam filling ratio, the number of hole rows through the cross section, surface material characteristics, beam slenderness ratio as well as the boundary and loading conditions on the non-classical bending behavior of perforated nanobeams in the presence of surface effects. It is found that, the surface residual stress has more significant effect on the bending deflection compared with the corresponding effect of the surface elasticity, Es. The obtained results are supportive for the design, analysis and manufacturing of perforated nanobeams.

• 대한조선학회논문집
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• 제40권6호
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• pp.12-19
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• 2003

Corrugated bulkheads for a bulk carrier are divided into watertight bulkheads and deep tank bulkheads. Design of the watertight bulkheads is principally determined by the permissible limit of Classification and IACS requirements. But, the verification of strength through finite element analysis is indispensable for design of the deep tank bulkheads. A stage for stress evaluation of corrugated part is required for optimum structural design of the deep tank bulkheads. Since the finite element analysis for real model requires excessive amount of calculation time, in this study one corrugated structure is replaced with beam element and is idealized as 2 dimensional frame structure connected to upper and lower stool Minimum weight design of the deep tank bulkheads is performed through generalized sloped deflection method(GSDM) as direct calculation method. The purpose of this study is the development of design system for the minimization of steel weight of deep tank bulkheads as well as watertight bulkheads. Discrete variables are used as design variables for the practical design. Evolution strategies(ES) is used as an optimization technique.

• 대한조선학회논문집
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• 제46권3호
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• pp.279-289
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• 2009

For a Product Oil Carrier, longitudinal bulkhead as well as transverse one is corrugated shape in general and intersection part of bulkheads is utilized for a pipe trunk. Since lower and upper stools are to be connected with all of longitudinal and transverse bulkheads, they have a uniform height respectively. The purpose of this study is the development of design system for the minimization of total weight of longitudinal and transverse bulkheads at the initial design stage. In this study, the beam element models for longitudinal and transverse corrugated bulkheads are established and they are applied to the structural analysis. For the practical design, the selection and the position of an additional pipe trunk are considered in this study. In addition the required minimum distance between the bracket installed along the web of corrugation at lower stool and the diaphragm is taken into consideration during optimization process. Evolution strategy(ES) is adopted as an optimization technique.

• 한국진공학회지
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• 제10권1호
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• pp.119-126
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• 2001

ECR-PECVD 방법으로 ECR 플라즈마 소스 power, $CH_4/H_2$ 가스 혼합비와 유량, 증착시간 및 기판 bias 전압을 변화시켜 가면서 수소가 함유된 비정질 탄소 박막을 증착하고, 증착조건에 따라서 박막 내부에 함유되어 있는 수소함량 변화를 2.5 MeV 헬륨 이온빔을 사용하는 ERDa로 측정하였다. ERDA의 결과와 hES 및 RBS에 의한 성분분석으로부터 본 실첨에서 증착된 박막은 탄소와 수소만으로 구성 되어있음을 확인할 수 있었고, FTIR의 결과로부터 박막 증착조건에 따라서 박막 내부에 함유되어 있는 수소함량이 변화함을 알 수 있었다. 기판 bias 전압을 증가시킬수록 이온충돌 현상이 두드러져 탄소와 결합하고 있던 수소원자들이 떨어져 나가는 탈수소화 현상으로 수소함량이 크게 감소됨을 알 수 있었다. 그 밖의 조건에서는 박막증착 초기에는 수소보다 탄소량이 좀 더 많다가 점차적으로 수소함량이 증가되었고, 이때 박막 내부에 함유되어 있는 수소함량은 45~55% 범위 내에 있음을 확인할 수 있었다.