• 한국전산구조공학회논문집
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• 제28권5호
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• pp.485-490
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• 2015

구조의 기하학적 비선형해석을 위해 대표적으로 Total Lagrangian, Updated Lagrangian 정식화 기법이 있다. 이러한 고전적인 정식화 과정은 요소의 변형률을 가정하는 방법에 따라 그리고 요소의 절점 수에 따라 추가의 수학적 정식화 과정이 요구된다. 하지만 비교적 최근에 정립된 Co-roational(CR) 이론은 기 존재하는 보, 판, 쉘 요소에 독립적으로 요소 절점자유도에 따라 일정하게 적용하여 대변위, 작은 변형률을 갖는 구조의 기하비선형 해석을 가능케 한다. 본 논문에서는 회전자유도를 갖는 삼각평면요소에 대한 CR 기법을 정식화하였고 동적해석으로 확장하여 이를 상용프로그램과 검증하였다. 해석에 사용한 삼각평면요소는 OPtimal Triangular(OPT) 평면요소이다.

• Steel and Composite Structures
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• 제12권3호
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• pp.207-230
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• 2012

Nowadays CFRP (Carbon Fiber Reinforced Polymer) became widely used materials for the strengthening and retrofitting of structures. Many experimental and analytical studies are encountered at literature about strengthening beams by using this kind of materials against static loads and cyclic loads such as earthquake or wind loading for investigating their behavior. But authors did not found any study about strengthening of RC beams by using CFRP against low velocity impact and investigating their behavior. For these reasons an experimental study is conducted on totally ten strengthened RC beams. Impact loading is applied on to specimens by using an impact loading system that is designed by authors. Investigated parameters were concrete compression strength and drop height. Two different sets of specimens with different concrete compression strength tested under the impact loading that are applied by dropping constant weight hammer from five different heights. The acceleration arises from the impact loading is measured against time. The change of velocity, displacement and energy are calculated for all specimens. The failure modes of the specimens with normal and high concrete compression strength are observed under the loading of constant weight impact hammer that are dropped from different heights. Impact behaviors of beams are positively affected from the strengthening with CFRP. Measured accelerations, the number of drops up to failure and dissipated energy are increased. Finite element analysis that are made by using ABAQUS software is used for the simulation of experiments, and model gave compatible results with experiments.

• 한국정보과학회:학술대회논문집
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• 한국정보과학회 2007년도 한국컴퓨터종합학술대회논문집 Vol.34 No.1 (B)
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• pp.117-122
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• 2007

오늘날 소프트웨어의 설계 및 개발과 관련된 연구들은 많은 발전을 이루고, UML과 같은 의사소통을 위한 표준 언어가 만들어졌으며 많은 사람들이 관련 이론을 수용 및 활용하고 있다. 또한, 개발 프로세스에서의 설계 및 구현과 더불어 소프트웨어의 유지 보수 단계는 매우 중요하며 이러한 소프트웨어의 유지 보수를 위한 소프트웨어 검증에 관련된 연구는 근래에 많은 주목을 받고 있다. 하지만 소프트웨어 검증의 기술 개발 수준은 설계 및 개발에 비하여 많이 미흡한 실정이다. 소프트웨어 검증은 주로 검증하기 위한 입력 데이터를 산출하여 프로그램 실행을 통해 결과를 확인하는 동적 분석에 대한 연구가 주를 이룬다. 이러한 동적 분석은 원하는 산출물의 확인을 주목적으로 하며, 결과를 표현하는 데에는 따로 정형화된 형식이 필요 없다. 하지만 소스코드를 분석하여 소프트웨어의 구조 관계와 흐름을 파악하는 정적 분석은 분석 자료를 표현하는 표현 모델이 중요하다. 현재는 정적 분석의 결과를 표현하기 위한 공통의 표현 모델이 없기 때문에 검증 과정에서의 의사소통에서 의견의 불일치의 가능성이 있고, 설계 단계에서 사용되는 표현 모델로는 정적 분석 정보의 모든 내용을 표현하는데 한계가 있다. 따라서 본 논문에서는 소프트웨어의 정적 분석 과정을 분석 4계층으로 구분하고, 각 계층마다 분석 결과를 나타내기 위한 표현 모델을 제시한다. 그리고 이 표현 모델을 활용한 소프트웨어 분석 도구의 개발을 위해, 소스 분석 데이터를 가시적으로 표현하기 위한 자료구조의 설계에 대한 내용을 다룬다.

• Steel and Composite Structures
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• 제32권1호
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• pp.141-156
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• 2019

This paper presents the flexural behaviour of stainless steel beam-to-tubular column joints with extended endplates subjected to static loading. Moment-rotation relationships were investigated numerically by using Abaqus software with geometric and material nonlinearity considered. The prediction of damages among components was achieved through ductile damage models, and the influence of initial geometric imperfections and residual stresses was evaluated in large fabricated stainless steel joints involving hollow columns and concrete-filled columns. Parametric analysis was subsequently conducted to assess critical factors that could affect the flexural performance significantly in terms of the initial stiffness and moment resistance. A comparison between codes of practice and numerical results was thereafter made, and design recommendations were proposed for further applications. Results suggest that the finite element model can predict the structural behaviour reasonably well with the component damage consistent with test outcomes. Initial geometric imperfections and residual stresses are shown to have little effect on the moment-rotation responses. A series of parameters that can influence the joint behaviour remarkably include the strain-hardening exponents, stainless steel strength, diameter of bolts, thickness of endplates, position of bolts, section of beams and columns. AS/NZS 2327 is more reliable to predict the joint performance regarding the initial stiffness and moment capacity compared to EN 1993-1-8.

• International Journal of Naval Architecture and Ocean Engineering
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• 제12권1호
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• pp.843-855
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• 2020

X-plane submarines show better maneuverability as they have much longer span of control plane than that of cross plane submarines. In this study, captive model tests were conducted to evaluate the maneuverability of an X-plane submarine using Computational Fluid Dynamics (CFD) and a mathematical maneuvering model. For CFD analysis, SNUFOAM, CFD software specialized in naval hydrodynamics based on the open-source toolkit, OpenFOAM, was applied. A generic submarine Joubert BB2 was selected as a test model, which was modified by Maritime Research Institute Netherlands (MARIN). Captive model tests including propeller open water, resistance, self-propulsion, static drift, horizontal planar motion mechanism and vertical planar motion mechanism tests were carried out to obtain maneuvering coefficients of the submarine. Maneuvering simulations for turning circle tests were performed using the maneuvering coefficients obtained from the captive model tests. The simulated trajectory showed good agreement with that of free running model tests. From the results, it was proved that CFD simulations can be applicable to obtain reliable maneuvering coefficients for X-plane submarines.

• Geomechanics and Engineering
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• 제32권5호
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• pp.523-540
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• 2023

The failure of slope can cause remarkable damage to either human life or infrastructures. Stabilizing piles are widely utilized to reinforce slope as a slip-resistance structure. The workability of pile-stabilized slopes is affected by various parameters. In this study, the performance of earth slope reinforced with piles and the behavior of piles under static load, by shear reduction strength method using the finite difference software (FLAC^3D) has been investigated. Parametric studies were conducted to investigate the role of pile length (L), different pile distances from each other (S/D), pile head conditions (free and fixed head condition), the effect of sand density (loose, medium, and high-density soil) on the pile behavior, and the performance of pile-stabilized slopes. The performance of the stabilized slopes was analyzed by evaluating the factor of safety, lateral displacement and bending moment of piles, and critical slip mechanism. The results depict that as L increased and S/D reduced, the performance of slopes stabilized with pile gets better by raising the soil density. The greater the amount of bending moment at the shallow depths of the pile in the fixed pile head indicates the effect of the inertial force due to the structure on the pile performance.

• Advances in nano research
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• 제13권4호
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• pp.351-368
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• 2022

Recently, promising structural technologies like multi-function, ultra-load bearing capacity and tailored structures have been put up for discussions. Finite Element (FE) modelling is probably the best-known option capable of treating these superior properties and multi-domain behavior structures. However, advanced materials such as Functionally Graded Material (FGM) and nanocomposites suffer from problems resulting from variable material properties, reinforcement aggregation and mesh generation. Motivated by these factors, this research proposes a unified shape function for FGM, nanocomposites, graded nanocomposites, in addition to traditional isotropic and orthotropic structural materials. It depends not only on element length but also on the beam's material properties and geometric characteristics. The systematic mathematical theory and FE formulations are based on the Timoshenko beam theory for beam structure. Furthermore, the introduced element achieves C1 degree of continuity. The model is proved to be convergent and free-off shear locking. Moreover, numerical results for static and free vibration analysis support the model accuracy and capabilities by validation with different references. The proposed technique overcomes the issue of continuous properties modelling of these promising materials without discarding older ones. Therefore, introduced benchmark improvements on the FE old concept could be extended to help the development of new software features to confront the rapid progress of structural materials.

• Structural Engineering and Mechanics
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• 제89권1호
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• pp.93-102
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• 2024

Using negative Poisson's ratio materials, an innovative metallic-yielding damper is introduced for the first time in this study. Through the use of ABAQUS commercial software, a nonlinear finite element analysis is conducted to determine the performance of the proposed system. Mild steel plates with elliptical holes are used for these types of dampers, which dissipate energy through an inelastic deformation of the constitutive material. To assess the capability of the proposed damper, nonlinear quasi-static finite element analyses have been conducted on the damper with a variety of geometric parameters. According to the results, the proposed system is ductile and has a high capacity to dissipate energy. The proposed auxetic damper has a specific energy absorption of 910.8 J/kg and a ductility of 33.6. Therefore, this damper can dissipate a large amount of earthquake input energy without buckling by increasing the buckling load of the brace with its ductile behavior. In addition, it was found that by incorporating auxetic dampers in the steel frame, the frame was made harder, stronger, and ductile and its energy absorption increased by 300%.

• 한국차세대컴퓨팅학회논문지
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• 제13권3호
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• pp.15-25
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• 2017

소프트웨어 가치와 중요성이 커짐에 따라 소프트웨어의 도용이 증가하고 있어 이에 대한 대책으로 소프트웨어 도용을 정확히 탐지하는 방안이 필요하다. 특히 안드로이드 앱의 경우, 소프트웨어 도용이 상대적으로 용이한 반면 안드로이드 마켓 상에서는 불법 앱에 대한 적절한 검수를 수행하지 않고 있다. 이에 본 논문에서는 소프트웨어 도용을 탐지하기 위해 실행파일 수준에서 안드로이드 앱 간의 유사도를 효과적으로 측정하는 기법을 제안한다. 제안 기법은 유사도 측정을 위한 주요 특징정보로, 안드로이드 앱의 실행파일을 정적으로 분석하여 메소드 참조 빈도와 매니페스트 정보를 추출한다. 각 앱을 이 두 가지 특징정보들의 n-차원 벡터로 표시하고, 코사인 유사도를 사용하여 두 앱의 유사도를 측정한다. 제안 기법을 검증하기 위해 대표적인 소스코드 기반의 유사도 측정 기법과 본 논문에서 제안한 기법을 비교 평가한다. 소스파일과 실행파일이 함께 주어진 안드로이드 앱을 대상으로 진행한 실험에서, 본 논문에서 제안한 실행파일 수준의 유사도 측정 결과와 기존의 잘 알려진 소스파일 수준의 유사도 측정 결과가 동등한 수준으로 나왔다.

• 대한기계학회논문집B
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• 제39권3호
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• pp.207-214
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• 2015

해양온도차발전용 터빈의 효율과 크기를 파악하기 위해 R134a를 작동유체로 하고 출력 5 kW인 반경류형 터빈의 설계가 수행되었다. 터빈입구온도 $25^{\circ}C$, 출구 정압 4.9 bar, 질량유량 1.16 kg/s 로 설정하고 평균유동해석을 수행하여 터빈의 회전수와 주요 치수를 결정하였다. 이들을 바탕으로, 3 차원 터빈 모델을 구축하였으며, 도출된 터빈회전수 12,820 rpm에 대하여 전산유체역학(CFD) 소프트웨어 ANSYS CFX를 이용하여 볼류트와 노즐을 포함하는 터빈 내부 유동장 특성과 효율이 조사되었다. 80%이상의 터빈 효율이 적정 범위 내의 노즐 안내깃 수(10-15 개)에서 제시되었으며, 가장 높은 터빈 효율은 15 개의 안내 깃에서 나타났다.