• Journal of the Korea Concrete Institute
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• v.28 no.1
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• pp.75-84
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• 2016

The purpose of this study was to investigate the performance of solid reinforced concrete columns with triangular reinforcement details. The proposed reinforcement details has economic feasibility and rationality and makes construction periods shorter. A model of solid reinforced concrete columns with triangular reinforcement details was tested under a constant axial load and a quasi-static, cyclically reversed horizontal load. A computer program, RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. The used numerical method gives a realistic prediction of performance throughout the loading cycles for several test specimens investigated. As a result, proposed triangular reinforcement details for material quantity reduction was superior to existing reinforcement details in terms of required performance.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2003.05a
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• pp.23-26
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• 2003

Recently, the thrust vector control using a secondary flow injection which is accomplished by injecting a secondary flow into the supersonic exhaust flow through hole in the wall of the propulsion nozzle has been attention in the applications of the rocket propulsion system. In the present study, 3-dimensional compressible, Navier-Stokes equation to understand the SITVC(Secondary Injection Thrust Vector Control) flow field. The computational results are validated with previous experimental data available. The computational results are visualized detailed structure of shock wave induced by secondary flow and deflected supersonic jets.

• Journal of the KSME
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• v.28 no.6
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• pp.563-570
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• 1988

컴퓨터 기술의 증진으로 일반산업 부문에서의 CAD(computer-aided design)의 역할이 급진적 으로 향상되고 있다. CAD의 분야별 적용 업무로서는 기본. 기능설계, 기술계산 및 해석, 상세 설계, 제도 및 문서작성으로 포괄되며, 각 분야별 특정용도의 CAD용 소프트웨어가 외국에서 활발히 개발 및 상품화되어 국내에서도 도입하여 그 이용도를 넓혀 나가고 있다. 대체로 상 품화된 CAD용 소프트웨어는 금형의 설계, 제도, 기술계산 및 해석용으로 크게 분류되며, 그 외 로는 기구학적 해석 및 동적해소용 소프트웨어가 주류를 이루고 있다. 또한 기본기능 설계 및 상세설계가 제품의 제작에 매우 중요한 단계로서 CAD의 필요성이 강조되며 이 분야에 적용 가능한 기계요소의 CAD화가 시급히 요청된다. 기계 요소 CAD프로그램의 개발을 위하여 그 래픽 패키지가 요구되는데, 패키지는 여러 기종의 그래픽 터미널에 사용되도록 개발되어야 한다. 따라서 본고에서는 개발대상인 기계요소부품과 그 연구범위를 소개하고 그래픽 패키지의 구조를 설명하며 개발된 CAD프로그램의 적용예로서 인식향상을 도모하고자 한다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2011.11a
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• pp.857-862
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• 2011

3 dimensional turbine exhaust gas flow was simplified to an axisymmetrical flow and calculated with detailed chemistry models. GRI 35 species-217 reaction step model and simplified 11 species 15 reaction model was applied to the secondary reaction of the turbine exhaust gas and compared. All the model captured the secondary combustion on the base region, and the temperature was 600K higher than that without turbine exhaust gas. This means the local temperature of the base can be higher in the case of real 3 dimensional flow. The simplified model show the similar results to the GRI detailed chemistry model although the former affected the engine plume structure slightly.

• Journal of Korean Association for Spatial Structures
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• v.11 no.3
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• pp.137-145
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• 2011

Due to architectural requirement, the attention of single layered freeform spatial structure is increasing nowadays. Because the node of single layered structure should resist the bending and axial forces simultaneously, it is necessary to develop a new proper type of node in detail. In this study, a new type of node for single layered freeform spatial structure was proposed. And the structural performance for the node was analytically evaluated using the commercial FEM software(ABACUS). As a result, a node prototype was selected and the proposed node showed good structural behaviors.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.36 no.4
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• pp.243-250
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• 2023

Both ends of the hoop reinforcement in the reinforced concrete (RC) columns subjected to lateral loading must necessarily be bent by 135° so as to ensure a sufficient level of ductility. However, as this reinforcement is extremely difficult to construct, this requirement is often not satisfied at construction sites. This study entailed an experimental investigation on RC columns subjected to cyclic lateral loading equipped with steel clip-type implements that were developed to replace the complicated 135° hoop reinforcement details. Four RC column specimens were manufactured, and the main test parameters included the use of high-strength concrete and steel clip-type implements. Furthermore, three-dimensional finite element models were employed to evaluate the structural performances of the test specimens via nonlinear analyses. The results of the test and finite element analyses indicate that the RC columns with the steel clip-type implements exhibit structural performances equal to or better than those with the 135° hoop reinforcement details. Further, the finite element analysis results agree well with the test results.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.5
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• pp.40-47
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• 2021

In this study, the structural behavior by the details of the lap region with the headed bar was estimated through finite element analysis. To solve the finite element analysis of the anchorage region with complex contact conditions and nonlinear behavior, a quasi-static analysis technique by explicit dynamic analysis was performed. The accuracy of the finite element model was verified by comparing the experimental results with the finite element analysis results. It was confirmed that the quasi-static analysis technique well reflected the behavior of enlarged headed bar connection. As a result of performing numerical analysis using 21 finite element models with various development lengths and transverse reinforcement indexes, it was confirmed that the increase of development length and transverse reinforcement index improved the maximum strength and ductility. However, to satisfy the structural performance, it should be confirmed that both design variables(development length and transverse reinforcement index) must be enough at the design criteria. In the recently revised design standard(KDS 14 20 52 :2021), a design formula of headed bar that considers both the development length and the transverse reinforcing bar index is presented. Also the results of this study confirmed that not only the development length but also transverse reinforcing bars have a very important effect.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.36 no.8
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• pp.913-920
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• 2012

An efficient 3D finite element walking model that considers the detailed shapes of muscles, ligaments, bones, skin, and soles was developed based on a real computed tomography (CT) scan image of a foot, and nonlinear contact analyses were performed to investigate pressure changes. The highest pressure occurs at the rear bottom of the foot when standing and walking. The pressure on the outsole with a curved foot bottom surface is lessened and distributed over a wider area than in the case of a flat outsole. The result shows that a shoe sole shape optimized for diabetes patients can relieve the foot pressure concentration and prevent further worsening of symptoms.

• Computational Structural Engineering
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• v.11 no.1
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• pp.96-106
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• 1998

본 연구에서는 복잡한 비선형시스템의 전체적 응답거동의 중요한 (그리고 잠재적으로 유익한) 특성을 상세히 분석하였다. 특히 강성도 및 여기력에 내재된 복잡한 비선형을 소유하는 수중다점계선해양시스템의 분기집합에 내재된 초구조와 혼돈거동의 가능경로에 대하여 해석적 및 수치적으로 분석하였다. 분기는 국부적 안정해석을 통하여 매개변수 영역상에서 확인되었으며, 정상 상태의 분기초구조는 수치해석을 통하여 밝혀졌다. 비선형정도와 해의 차원을 나타내는 공명수를 유도하였으며, 차수공명수를 통해 공명주위의 구조를 밝혔으며 열조화, 울트라조화, 울트라열조화 등과 같은 고도의 비선형 응답의 발생을 예측할 수 있음을 보였다. 결과에서 얻은 초구조는 시스템의 안정성과 이상끌개의 징후를 지배하는 메커니즘임도 밝혔다. 혼돈으로 가는 주기증가의 무한시퀀스에 대한 유연한 변환 외에 돌연한 격발(saddle에 의해 분리된 인접끌개의 충돌)로 인한 혼돈으로의 가능경로도 발견되었으며 이는 수치적으로도 입증되었다.

• Journal of Korea Society of Industrial Information Systems
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• v.8 no.2
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• pp.1-6
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• 2003

A theoretical method for the TE polarized electromagnetic scattering on a periodic strip grating over a grounded dielectric slab is considered. The numerical results for an analysis of the plane wave scattering from the structure are presented such as normalized mode amplitude and relative reflected power against normalized dielectric slab height, relative reflected power against angle of incidence and distribution of strip current density. Detailed discussions on the Bragg blazing phenomena observed in the geometry are give.