• 한국지진공학회논문집
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• 제13권5호
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• pp.51-60
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• 2009

안전한 내진설계를 위해서는 각 부재에 요구되는 소성변형 요구량을 정확히 예측하여야 한다. 본 연구에서는 등가정적내진설계에 쉽게 활용할 수 있도록, 복잡한 비선형해석 없이 탄성해석을 사용하여 모멘트골조 부재의 소성변형을 평가하는 방법을 개발하였다. 각 부재의 소성변형은 부재 강성과 탄성해석 결과로부터 직접 결정되는 층간변위비 요구량 및 모멘트 재분배 등의 설계 변수로부터 결정된다. 제안된 방법을 8층 2경간의 모멘트골조에 적용하고, 비선형해석을 통하여 제안된 방법의 정확성을 검증하였다. 검증결과, 제안된 방법은 비선형거동에 의한 층간변위비 요구량과 각 부재의 소성변형 요구량을 정확히 평가하였다. 제안된 방법은 부재연성설계와 같은 신축건물의 내진설계에 활용할 수 있을 뿐만 아니라 기존건물의 내진성능평가에도 활용될 수 있을 것으로 기대된다.

• 대한기계학회논문집A
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• 제41권8호
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• pp.703-709
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• 2017

본 논문에서는 재분배된 크리프 응력을 근사적으로 접근하기 위해 크리프 해석에 비해 비교적 간단한 탄성 및 탄성-소성 해석법을 사용하여 그 결과와 비교하였다. 탄성해석 결과를 이용하여 $M_{\alpha}-tangent$ method의 Primary Stress와 ASME 코드의 $P_L+P_b/K_t$를 구하였고 탄성-소성 해석 결과를 이용하여 R5 코드의 ${\sigma}^R_{ref}$ 를 구하였다. 용접 형상이 있는 십자 모양의 판 형상에 굽힘 하중, 단축인장 및 이축인장이 작용하는 경우와 r/t가 5, 20인 곡관에 굽힘 하중 및 내압이 작용하는 경우 등 여러 형상에 대한 해석을 수행하였다. 요소 민감도 확인을 위해서는 판 형상에 굽힘 하중이 가해 지는 경우 여러 요소 크기에 대한 해석을 수행하였다. 간략 해석 결과는 크리프 응력과 큰 차이를 보이지 않았지만, $M_{\alpha}-tangent$ method의 경우 요소 크기에 민감하고 ASME코드와 R5코드의 결과는 요소 크기에 민감하지 않았다.

• Journal of Advanced Marine Engineering and Technology
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• 제26권4호
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• pp.450-456
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• 2002

Die desig for manufacturing hooks from steel wires has been depended on empirical procedures based on trial and error method. To design die, at first the curvature and bending angle of hook are computed by using AutoCAD and developed program which is composed of Visual Basic. Then spring back should be considered because the elastic recovery of material is very important in bending process. In this study, bending analysis of elastic-plastic materials is applied to predict curvature of hook and spring back. Therefore, systematic procedure of die design for bending hook is achieved to consider elastic recovery in terms of hook shapes. Experimental results are good agreement with calculated results.

• 소성∙가공
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• 제10권1호
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• pp.23-29
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• 2001

In this study, the optimized initial hole shape for T-branch forming was proposed to obtain effective welding region. Design variables were determined by approximation analysis using volume constant condition. We performed 3D elastic-plastic FEM(Finite Element Method) analysis to simulate T-branch forming process. The variation of height and thickness of T-branch with various hole shapes was investigated. The optimized initial hole shape equation was obtained by using results for the numerical analysis.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1988년도 가을 학술발표회 논문집
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• pp.24-29
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• 1988

In this paper, it is proposed hew the rigid element method suggested in the first paper can be applied to the elastic and elasto-plastic analysis of spherical shell with the open stiff ring. In the analytical model, the solution domain is divided into rectangular-shaped spherical bending elements. Each contact surface of two adjacent elements is interconnected with four elastic springs, and it is assumed that the internal forces are distritributed into springs. The 6 degrees of freedom of the element are placed in the center of elements, and the 6 cen-teroidal rigid displacements affect other elements through springs around elements. And then the solution domain is estimated by the behavior of elements and springs. In this study, these concepts are applied to the elastic and elasto-plastic analysis for the eight cases of the spherical shell according to the condition of stiff ring, the condion of loading and the size of opening. And then some numerical results such as the distribution of stresses, the force-displacement curves and the mode of fractures will he shown.

• Geomechanics and Engineering
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• 제1권4호
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• pp.263-274
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• 2009

The modified Cam clay (MCC) model is used to study the response of virgin compressed clay in undrained compression. The MCC deviatoric stress-strain relationship is obtained in closed form. Elastic and plastic deviatoric strains are taken into account in the analysis. For the determination of the elastic strain components, both a variable shear modulus and constant shear modulus are considered. Constitutive relationships are applied to the well-known London and Weald clays sheared in undrained compression.

• Steel and Composite Structures
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• 제32권3호
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• pp.313-323
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• 2019

Ratcheting boundary is firstly determined by experiment, elastic-plastic finite element analysis combined with C-TDF and linear matching method, which is compared with ASME/KTA and RCC-MR. Moreover, based on elastic modulus adjustment procedure, a novel method is proposed to predict the ratcheting boundary for a pressurized pipe subjected to constant internal pressure and cyclic bending loading. Comparison of ratcheting boundary of elbow pipe determined by the proposed method, elastic-plastic finite element analysis combined with C-TDF and linear matching method, which indicates that the predicted results of the proposed method are in well agreement with those of linear matching method.

• 소성∙가공
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• 제9권2호
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• pp.128-139
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• 2000

Wrinkling is one of the major defects in sheet metal products and may be also attributable to the wear of the tool. The initiation and growth of wrinkles are influenced by many factors such as stress state, mechanical properties of the sheet material, geometry of the body, and contact condition. It is difficult to analyze the wrinkling initiation and growth considering the factors because the effects of the factors are very complex and the wrinkling behavior may show a wide variation for small deviations of the factors. In this study, the bifurcation theory is introduced for the finite element analysis of wrinkling initiation and growth. All the above mentioned factors are conveniently considered by the finite element method. The finite element formulation is based on the incremental deformation theory and elastic-plastic elements considering the planar anisotropy of the sheet metal. The proposed method is verified by employing a column buckling problem. And then, the initiation and growth of wrinkling in deep drawing of cylindrical cup are analyzed.

• 대한조선학회논문집
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• 제35권1호
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• pp.61-71
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• 1998

본 논문에서는 2차원 공간에서의 탄성 또는 탄소성응력파를 받는 구조부재의 동적 파괴거동을 다룬다. 이러한 문제에 대한 지배방정식은 운동방정식과 탄소성 구성방정식에 대한 증감식으로 구성된 쌍곡선 편미분 방정식으로 나타나고, 이를 풀기 위해 유한차분법을 기초로 한 Zwas방법이 도입된다. 또한 탄소성문제의 동적거동을 나타내기 위해 응력공간내 탄소성 loading path가 소성항복 현상을 모델링하는데 제안된다. 이러한 계산결과를 바탕으로 탄성체의 균열선단의 동적응력확대계수가 계산되어지고, 탄소성체에 대한 소성영역의 형상의 시간이력을 보여준다.

• 한국재료학회지
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• 제14권6호
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• pp.436-442
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• 2004

Elastic and plastic deformation behaviors of the high purity aluminum and the silica glass were studied using nanoindentation and finite element analysis(FEA) techniques. Berkovich- and cone-type indenters were used for the nanoindentation test. Deformation behaviors and nanoindent profiles of elastic, elastic-plastic or plastic materials were clearly visualized by FEA simulation. Effects of the penetration depth and strain hardening on the deformation behavior were examined. Pile-up and sink-in behaviors were studied by using FEA technique. Degree of pile-up or sink-in was found to be a function of the ratio of elastic modulus to yield strength of materials. FEA was found to be an effective method to study deformation behaviors of materials under nanoindentation, especially in the case when pile-up or sink-in phenomena occurred.