• 소성∙가공
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• 제8권3호
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• pp.252-261
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• 1999

The 3-dimensional finite element program is developed to analyze the non-isothermal forming processes of aluminum-alloy sheet metals. Bishop's method is introduced to solve the heat balance and force equilibrium equations. Also, Barlat's non-quadratic anisotropic yield function depicts the planar anisotropy of the aluminum-alloy sheet. To find an appropriate constitutive equation, four different forms are reviewed. For the verification of the reliability of the developed program, the computational try-outs of the non-isothermal cylindrical cupping processes of AL5052-H32 and Al1050-H16 are carried out. As results, the constitutive equation relating to strain and strain-rate, in which the constants are represented by the 5th-degree polynomials of temperature, is in good agreement with measurement. The computational try-outs can predict optimal forming conditions in non-isothermal forming processes.

• Structural Engineering and Mechanics
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• 제18권5호
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• pp.591-607
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• 2004

The substance of the use of the derived non-linear creep constitutive equations under variable stress levels (see first part of the paper, Kmet 2004) is explained and the strategy of their application is outlined using the results of one-step creep tests of the steel spiral strand rope as an example. In order to investigate the creep strain increments of cables an experimental set-up was originally designed and a series of tests were carried out. Attention is turned to the individual main steps in the production and application procedure, i.e., to the one-step creep tests, definition of loading history, determination of the kernel functions, selection and definition of constitutive equation and to the comparison of the resulting values considering the product and the additive forms of the approximation of the kernel functions. To this purpose, the parametrical study is performed and the results are presented. The constitutive equations of non-linear creep of cable under variable stress history offer a strong tool for the real simulation of stochastic variable load history and prediction of realistic time-dependent response (current deflection and stress configuration) of structures with cable elements. By means of suitable stress combination and its gradual repeating various loads and times effects can be modelled.

• Geomechanics and Engineering
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• 제9권4호
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• pp.531-545
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• 2015

Two fundamental issues exist in the damage theory of geo-material based on the concept of thermodynamics: existence or nonexistence of the dissipation potential, and whether the dissipation potential could be decoupled into a damage potential and a plastic one or not. Thermodynamics theory of elastoplastic damage assumes the existence of dissipation potential, but the presence of dissipation potential is conditional. Based on the dissipation inequality in accord with the second law of thermodynamics, the sufficient and necessary conditions are given for the existence of the dissipation potential separately in total and incremental forms firstly, and proved strictly in theory. With taking advantage of the basic mechanical properties of geo-materials, the nonexistence of the dissipative potential is verified. The sufficient and necessary conditions are also given and proved for the decoupling of the dissipation potential of geo-materials in total and incremental forms. Similarly, the non-decoupling of the dissipation potential has also been proved, which indicates the dissipation potential of geo-materials in total or incremental forms could not be decoupled into a dissipative potential for plasticity and that for damage respectively. The research results for the fundamental issues in the thermodynamics theory of damage will help establish and improve the theoretic basis of elastoplastic damage constitutive model for geo-materials.

• Geomechanics and Engineering
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• 제9권5호
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• pp.569-583
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• 2015

Two fundamental issues exist in the damage theory of geo-material based on the concept of thermodynamics: existence or nonexistence of the dissipation potential, and whether the dissipation potential could be decoupled into a damage potential and a plastic one or not. Thermodynamics theory of elastoplastic damage assumes the existence of dissipation potential, but the presence of dissipation potential is conditional. Based on the dissipation inequality in accord with the second law of thermodynamics, the sufficient and necessary conditions are given for the existence of the dissipation potential separately in total and incremental forms firstly, and proved strictly in theory. With taking advantage of the basic mechanical properties of geo-materials, the nonexistence of the dissipative potential is verified. The sufficient and necessary conditions are also given and proved for the decoupling of the dissipation potential of geo-materials in total and incremental forms. Similarly, the non-decoupling of the dissipation potential has also been proved, which indicates the dissipation potential of geo-materials in total or incremental forms could not be decoupled into a dissipative potential for plasticity and that for damage respectively. The research results for the fundamental issues in the thermodynamics theory of damage will help establish and improve the theoretic basis of elastoplastic damage constitutive model for geo-materials.

• Structural Engineering and Mechanics
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• 제14권4호
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• pp.435-454
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• 2002

The paper proposes analytical forms able to represent with very good approximation the constitutive law experimentally deducible by means of uniaxial cyclic compressive tests on material having softening post-peak behaviour in compression and negligible tensile strength. The envelope, unloading and reloading curves characterizing the proposed model adequately approach structural responses corresponding to different levels of nonlinearity and ductility, requiring a not very high number of parameters to be calibrated experimentally. The reliability of the model is shown by comparing the results that it is able to provide with the ones analytically deduced from two reference models (one for concrete, another for masonry) available in the literature, and with experimental results obtained by the authors in the framework of a research in progress.

• Structural Engineering and Mechanics
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• 제4권6호
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• pp.601-612
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• 1996

To simulate the large-scale failure evolution with current computational facilities, a simple approach, that catches the essential feature of failure mechanisms, must be available so that the routine use of failure analysis is feasible. Based on the previous research results, a simple analysis procedure is described in this paper for failure simulation. In this procedure, the evolution of localization is represented by a moving surface of discontinuity, and the transition between continuous and discontinuous failure modes are described via the moving jump forms of conservation laws. As a result, local plasticity and damage models, that are formulated based on thermodynamic restrictions, are still valid without invoking higher order terms, and simple integration schemes can be designed for the rate forms of constitutive models. To resolve localized large deformations and subsequent cracking, an efficient structural solution scheme is given for Static and dynamic problems.

• Journal of the Korean Wood Science and Technology
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• 제27권4호
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• pp.72-79
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• 1999

The ability of several wood rotting fungi for decolorization of two anthracene derivatives, Carminic acid (CA) and Remazol brilliant blue R (RBBR), and hardwood KP bleaching liquor (BL) as well as laccase activities in these fungi were studied. The enzyme activity appeared exclusively in fungi destaining RBBR and CA, but in the case of BL, such relationship was not observed. The laccase enzyme was released into the decolorization media and its inducible (but not constitutive) forms shown destaining activity. The purified inducible forms of Kuehneromyces mutabilis and Pleurotus ostreatus laccase destained CA. Thus the possible differentiation between specificity of particular LAC forms was confirmed. In addition the nitrogen starvation induced both laccase and CA destaining activities, but the increase was higher for decolorization of CA than LAC activity. Probably LAC would be only partly responsible for decolorization of this dye. This results suggested that purified LACs decolorize CA, however its destaining activities were considerably lower than the activities on syringaldazine.

• 비교문화연구
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• 제52권
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• pp.111-132
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• 2018

'사랑과 정의의 관계'에 접근하는 방식은 이를 주장하는 사람마다 다양하다. 양자의 관계를 대립적으로 보아 사랑의 우위를 주장하거나 아니면 정의의 우위를 주장할 수 있다. 또 양자를 대립적 관계가 아니라 보완적 관계로 파악하여 서로가 서로를 필요로 하는 것으로 주장할 수도 있다. 그러나 헤겔은 사랑과 정의를 각각 서로 다른 영역에서 적용되는 독자적 구성원리로 파악하고, 이를 대립적 관계로도 보완적 관계로도 보지 않는다. 이는 그의 독특한 인정이론의 구조를 전제로 할 때 비로소 이해가능하다. 여기에서는 '헤겔의 인정이론' 속에서 '사랑과 정의의 관계'를 살펴보고자 한다. 주로 헤겔의 인정이론에 대한 철학적인 핵심사항을 살펴보고, 그 기초 위에서 '사랑과 정의의 관계'에 대해 어떠한 결과를 끌어낼 수 있는지 살펴보고자 한다. 이를 거칠게나마 테제의 형식으로 정리한다면, 다음과 같이 요약할 수 있을 것이다. - 헤겔은 인정의 다양한 형태로서 사회적 관계의 세 형태인 가족, 시민사회, 국가에 각각 사랑, 정의, 연대를 그 구성원리로서 제시한다. 헤겔에게서 사랑과 정의는 일반적으로 양자의 관계를 파악하듯이 대립적 관계에 있지도 않으며, 보완적 관계에 있지도 않다. - 헤겔의 인정이론에서 사랑과 정의는 각각 타당한 영역이 다를 뿐이다. 사랑은 친밀성의 영역에 타당한 원리이고, 정의는 비친밀성의 영역에 타당한 원리이다. 따라서 친밀성의 영역에 정의와 권리를 주장하게 되면 친밀성의 영역이 파괴되고, 비친밀성의 영역에 사랑을 주장하게 되면 실제적인 영향력을 행사할 수 없다. - 친밀성과 비친밀성이 서로 중첩되는 국가라는 정치적 공동체에서는 가족의 경우처럼 사랑의 원리 위에 서 있거나 시민사회의 경우처럼 정의의 원리 위에 서 있는 것이 아니라, 새로운 구성원리인 공동성의 토대 위에서 연대의 원리가 필요하다.

• 한국버섯학회지
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• 제2권3호
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• pp.127-139
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• 2004

Laccase는 여러개의 Cu를 포함하는 효소로서 분자상 산소를 환원시키면서 패놀성 및 비페놀성화합물의 산화를 촉매하는 작용을 한다. 이들 효소들은 미생물 고유의 혹은 유도상의 동위효소의 형태로 목질화된 세포벽을 침투하게 된다. 백색부후균은 많은 종류의 고유의 혹은 유도상의 동위효소를 생산한다. 이들 균체 laccase효소들은 통상 $Cu^{2+}$, $Cd^{2+}$ $Ca^{2+}$, $Li^+$, $Mn^{2+}$, $Ag^+$, $Hg^{2+}$, Mn 및 $Fe^{3+}$이온과 같은 금속이온들, 페놀성 화합물, ethanol, isopropanol, cAMP, caffeine, p-anisidine, viscosinamide 및 paraquat 등과 같은 유기화합물, 질소 및 열충격 등에 의하여 유도될 수 있다. Cu 및 pHB (p-hydroxybenzoic acid)의 조합으로 laccase 활성을 30배이상 유도시킬 수 있었다. 여러 가지 inducer 가운데, 2,5-xylidine이 담자균 및 기타 다른 고등균류로부터 160배이상의 가장 효과적인 laccase의 유도효과를 나타냈다. 한편 laccase효소는 Pycnoporus cinnabarinus의 gene family로부터 자주 code로 표시되었는데, lcc3-1 혹은 lac1 및 lac3-2의 페어 gene으로 클론 및 시퀀싱되었다. 유도형 laccase의 경우 mRNA의 합성에 의존하여 laccase가 생성되며, 이러한 유도효과는 결국 새로운 단백질의 합성으로부터 기인된다.

• International Journal of Concrete Structures and Materials
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• 제10권1호
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• pp.1-13
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• 2016

The progressive collapse analysis of reinforced concrete (RC) moment-frame buildings under extreme loads is discussed from the perspective of modeling issues. A threat-independent approach or the alternate path method forms the basis of the simulations wherein the extreme event is modeled via column removal scenarios. Using a prototype RC frame building, issues and considerations in constitutive modeling of materials, options in modeling the structural elements and specification of gravity loads are discussed with the goal of achieving consistent models that can be used in collapse scenarios involving successive loss of load-bearing columns at the lowest level of the building. The role of the floor slabs in mobilizing catenary action and influencing the progressive collapse response is also highlighted. Finally, an energy-based approach for identifying the proximity to collapse of regular multi-story buildings is proposed.