• 전산구조공학
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• 제5권4호
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• pp.5-12
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• 1992

고체역학의 구성은 크게 탄성론과 소성론(혹은 비탄성론)으로 나눌 수 있다. 전자는 회복가능한 변형을 후자는 회복불가능한 변형을 다루며, 이 두 이론은 응력과 변형의 실험적 관찰에 기초하기 때문에 거시적인 현상론의 성격을 갖고 있다. 체계적으로 잘 정리되어있는 탄성론과는 달리, 소성범위안에서의 복잡한 응력-변형도 관계는 종종 소성론으로 설명되지 않는다. 이점이 많은 연구자들 사이에 완전한 의견의 일치를 보지 못하고 있는 원인이나, 지난 수십년 동안 소성론의 기본틀에 대한 많은 진전이 있었다. 본 고에서는 소성론의 역사에 대한 "간략한" 역사적 고찰과 탄소성 "대변위"를 연구하는 현 역학사회의 관심의 촛점을 소개하고자 한다.

• Structural Engineering and Mechanics
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• 제9권3호
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• pp.215-226
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• 2000

Computational procedure within the framework of return mapping technique has been presented to integrate the constitutive behavior of a concrete model. Developed by Ohtani and Chen, this concrete model is based on multiple hardening concept, and is rate-independent and associative. Consistent tangent operator suitable for finite element analysis is derived to preserve the rate of convergence. Accuracy of the integration technique is verified and compared with available experimental data. Computational efficiency is demonstrated by comparing with results based on elasto-plastic tangent.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.657-662
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• 2007

We studied the piezoresistivity of a steel-alloy 'wire when the deformation exceeds the elastic limit. It is that the piezoresistivity of the steel-alloy wire could be modeled by a bilinear function. To predict the plastic piezoresistivity relation, we developed a simple plastic piezoresistivity model based on the classical hardening plasticity. If structural members such as prestressing tendons in concrete structures are concerned, it is a very efficient and simple tool for monitoring.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1990년도 봄 학술발표회 논문집
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• pp.70-74
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• 1990

The finite plasticity in strain space is viewed by formulating the consistency condition and the thermodynamic condition with respect to proposed state variables. The Naghi-Trapp work assumption is used to obtain a constraint equation, and the normality equation is formulated. Finally, an elastoplastic tangent modulus, which is based on the derived equations in strain space, is proposed.

• 한국정밀공학회지
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• 제29권8호
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• pp.818-823
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• 2012

In order to predict necking behaviour of aluminium sheets, a crystal plasticity model is introduced in the finite element analysis of tensile test. Due to the computational limits of time and memory, only a small part of tensile specimen is subjected to the analysis. Grains having different orientations are subjected to numerical tensile tests and each grain is discretized by many elements. In order to predict the sudden drop of load carrying capacity after necking, a well-known Cockcroft-Latham damage model is introduced. The mismatch of grain orientation causes stress concentration at several points and damage is evolved at these points. This phenomenon is similar to void nucleation. In the same way, void growth and void coalescence behaviours are well predicted in the analysis. For the comparison of prediction capability of necking, same model is subjected to finite element analysis using uniform material properties of polycrystal with and without damage. As a result, it is shown that the crystal plasticity model can be used in prediction of necking and fracture behavior of materials accurately.

• Structural Engineering and Mechanics
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• 제16권6호
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• pp.695-712
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• 2003

The non-linear structural analysis of reinforced concrete beams in fire consists of three separate steps: (i) The estimation of the rise of surrounding air temperature due to fire; (ii) the determination of the distribution of the temperature within the beam during fire; (iii) the evaluation of the mechanical response due to simultaneous time-dependent thermal and mechanical loads. Steps (ii) and (iii) are dealt with in the present paper. We present a two-step computational procedure where a 2D transient thermal analysis over the cross-sections of beams are made first, followed by mechanical analysis of the structure. Fundamental to the accuracy of the mechanical analysis is a new planar beam finite element. The effects of plasticity in concrete, and plasticity and viscous creep in steel are taken into consideration. The properties of concrete and steel along with the values of their thermal and mechanical parameters are taken according to the European standard ENV 1992-1-2 (1995). The comparison of our numerical and full-scale experimental results shows that the proposed mechanical and 2D thermal computational procedure is capable to describe the actual response of reinforced concrete beam structures to fire.

• 한국전산구조공학회논문집
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• 제14권4호
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• pp.435-444
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• 2001

대변형 탄소성 프레임의 해석은 운동학적, 재질적, 수치해법상으로 매우 복잡하여 정확하고 효율적인 요소나 알고리즘이 부족하다. 본 논문에서는 3차원 보요소에 대하여 봉이론으로부터 유한요소를 만들고 소성을 적용하기 위하여 Cauchy응력과 공학적변형률을 구성방정식에 적용하는 방법으로 객관화된 증분해법에 의한 보요소를 제안하였다. 특히 항복조건의 만족을 위하여 정확하고도 효율적인 소성방정식의 적분법을 개발하고 적용하였으며 연속법과 일차원 탐색 등을 고려하여 광역수렴성과 2차 수렴속도를 갖는 수치해법을 개발하고 예제를 통하여 확인하였다.

• Advances in concrete construction
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• 제5권3호
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• pp.221-240
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• 2017

The modeling of the mechanical behavior of quasi-brittle materials is still a challenge task, mainly in failure processes when fracture and plasticity phenomena become important actors in dissipative processes which occur in materials like concrete, as instance. Many homogenization-based approaches have been proposed to deal with heterogeneous materials in the last years. In this context, a computational homogenization modeling for concrete is presented in this work using the concept of Representative Volume Element (RVE). The material is considered as a three-phase material consisting of interface zone (ITZ), matrix and inclusions-each constituent modeled by an independent constitutive model. The Representative Volume Element (RVE) consists of inclusions idealized as circular shapes symmetrically and nonsymmetrically placed into the specimen. The interface zone is modeled by means of cohesive contact finite elements. The inclusion is modeled as linear elastic and matrix region is considered as elastoplastic material. A set of examples is presented in order to show the potentialities and limitations of the proposed modeling. The consideration of the fracture processes in the ITZ is fundamental to capture complex macroscopic characteristics of the material using simple constitutive models at mesoscopic level.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2006년도 춘계학술대회 논문집
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• pp.363-366
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• 2006

The delivery system such as sprue, runner and gate is a waste of resin in injection molding operation. In this study the reduction of runner size has been investigated using injection molding CAE softwares, Moldflow and Moldex, and commercial CFD Softwares, Fluent and Polyflow. To verify the computational results experiment was performed. There were three considerations in deciding optimal runner size in this study: minimum pressure at the gate that makes resin fully filled in the cavity, minimum runner size that compensates shrinkage of resin in the cavity, and frozen layer thickness formed in the runner during injection. Through the computer simulations the optimal runner size that satisfies those three considerations has been decided. Although the computational results among the softwares were slightly different, it was enough to predict, the optimal runner size. The previous runner diameter was 8 mm and predicted optimal size was 5 mm. This was verified by injection molding experiment. Thus, the way of CAE application in deciding optimal runner size adapted in this study would be appropriated.

• 전산구조공학
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• 제5권1호
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• pp.109-118
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• 1992

보(Beam)의 횡-비틀림 좌굴(Lateral-Torsional Buckling)에 대한 저항능력을 향상시키기 위해 횡-브레이싱(Lateral Bracing)을 실제 설계에 오랫동안 사용해 왔으나, 횡-브레이싱의 성능에 중요한 인자들은 아직 설계공식에 많이 포함되어 있지 않다. 해석적 모델을 사용하여 아래와 같은 몇개의 인자들에 대한 Parametric Study를 반복하중을 받는 짧은 보에 적용하여 그 영향들을 고찰하고자 한다 : 브레이스의 보 길이 방향의 위치, 브레이스의 보의 절단중심에 대한 높이, 브레이스의 강도와 강성. 일단고정 타단가중 지반(Propped Cantilever)보를 이용하여 Parametric Study를 수행하고, 또한 구조물 전체의 좌굴현상을 잘 포착하기 위해 보와 브레이스에 기하학적 (완전) 비선형의 보 모델을 사용한다. 여기에서 이상화된 브레이스는 보 단면의 횡방향의 이동은 구속하지만 회전은 자유롭게 하도록 한다. 또한 금속의 주기적 소성(Cyclic Plasticity)거동을 보다 잘 나타내기 위해 다축 주기적 소성 모델을 Consistent Return Mapping Algorithm과 결합시켜 적용한다.