• 대한기계학회논문집
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• 제13권4호
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• pp.660-669
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• 1989

본 논문에서는 쐐기형 다이를 이용한 판재의 인발에 대한 슬립라인장에서 스트레인을 구하는 방법을 제시하고 이로부터 가공중에 생길 수 있는 역학적 문제의 공학적 해석을 얻고자 한다.

• 대한금속재료학회지
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• 제48권7호
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• pp.598-604
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• 2010

Tensile tests are widely used for evaluating mechanical properties of materials including flow curves as well as Young's modulus, yield strength, tensile strength, and yield point elongation. This research aims at analyzing the plastic flow behavior of high strength steels for automotive bodies using the finite element method in conjunction with the viscoplastic model considering the yield point elongation phenomenon. The plastic flow behavior of the high strength steel was successfully predicted, by considering an operating deformation mechanism, in terms of normalization dislocation density, and strain hardening and accumulative damage of high strength steel using the modified constitutive model. In addition, the finite element method is employed to track the properties of the high strength steel pertaining to the deformation histories in a skin pass mill process.

• Structural Engineering and Mechanics
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• 제10권4호
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• pp.405-426
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• 2000

Two approximate methods based on mechanism analysis suitable for seismic assessment/design of structural concrete are reviewed. The methods involve use of equal energy concept or equal displacement concept along with appropriate patterns of inelastic deformations to relate structure's maximum lateral displacement to member and plastic deformations. One of these methods (Clough's method), defined here as a ductility-based approach, is examined in detail and a modification for its improvement is suggested. The modification is based on estimation of maximum inelastic displacement using inelastic design response spectra (IDRS) as an alternative to using equal energy concept. The IDRS for demand displacement ductilities are developed for a single degree of freedom model subjected to several accelerograms as functions of response modification factor (R), damping ratios, and strain hardening. The suggested revised methodology involves estimation of R as the ratio of elastic strength demand to code level demand, and determination of design base shear using $R_{design}{\leq}R$ and maximum displacement, determination of plastic displacement using IDRS and subsequent local plastic deformations. The methodology is demonstrated for the case of a 10-story precast wall panel building.

• Journal of Forest and Environmental Science
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• 제35권1호
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• pp.54-60
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• 2019

Plant tissue culture techniques offer quick methods of regeneration of plants of medicinal importance but the survival chances of such plants are always questionable when shifted to the in vivo conditions. The present study enumerates the micromorphological developments in the leaves of in vitro regenerated and field transferred plantlets of Oldenlandia umbellata. The leaves developed in vitro after $4^{th}$ subcultures of multiplication phase and after 6 weeks of field transferred plants were used. Statistically significant differences in the number of stomata, veins, raphides, crystals and trichome density per square mm were observed. The improvements in stomatal apparatus and density (decreased from 41.85 to 32.20), developments in leaf architectural parameters and emergence of defense mechanism through increased numbers of raphides (8 to 15), crystals and trichomes (13.5 to 18.2) proved acclimation of tissue culture raised plantlets from in vitro to the in vivo environments lead to 100 % success in field establishment of the plantlets. The in vitro induced foliar abnormalities (changes in stomata, venation pattern, vein density, trichomes, crystals etc.) were repaired while hardening of plantlets in the greenhouse and finally in the field. The observed micromorphological response of leaves under altered environmental conditions could help in determination of proper stage of field transfer and prediction of survival percentage of in vitro regenerated O. umbellata plantlets.

• Computers and Concrete
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• 제22권6호
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• pp.527-538
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• 2018

Buckling of longitudinal bars is a brittle failure mechanism, often recorded in reinforced concrete (RC) structures after an earthquake. Studies in the literature highlights that it often occurs when steel is in the post elastic range, by inducing a modification of the engineered stress-strain law of steel in compression. A proper evaluation of this effect is of fundamental importance for correctly evaluating capacity and ductility of structures. Significant errors can be obtained in terms of ultimate bending moment and curvature ductility of an RC section if these effects are not accounted, as well as incorrect evaluations are achieved by non-linear static analyses. This paper presents a numerical investigation aiming to evaluate the engineered stress-strain law of reinforcing steel in compression, including second order effects. Non-linear FE analyses are performed under the assumption of local buckling. A role of key parameters is evaluated, making difference between steel with strain hardening or with perfectly plastic behaviour. Comparisons with experimental data available in the literature confirm the accuracy of the achieved results and make it possible to formulate recommendations for design purposes. Finally, comparisons are made with analytical formulations available in the literature and based on obtained results, a modification of the stress-strain law model of Dhakal and Maekawa (2002) is proposed for fitting the numerical predictions.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2014년도 추계학술대회
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• pp.346-349
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• 2014

현재 사이버 위협은 계속적으로 증대되고 있으며, 진화하는 악성코드에 의한 보안 사고의 피해도 점점 더 커져가고 있다. 또한 기존의 보안체계를 회피한 은밀한 악성코드 기반의 공격으로 기밀 데이터 및 개인정보 유출이 지속적으로 증가하는 추세이다. 그러나 기존의 블랙리스트 기반의 시그니처 탐지 기법으로는 진화된 "알려지지 않은 악성코드"의 대응에 한계가 있다. 본 연구에서는 인가된 프로그램의 위변조 여부, 인가된 프로그램의 실행여부, 운영체제 주요 파일에 대한 변경 여부 등 복합적인 분석을 통한 탐지 및 식별로 악성코드 행위를 차단하는 화이트리스트 기반 프로그램 실행 통제 방안을 제시하고자 한다.

• Earthquakes and Structures
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• 제16권5호
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• pp.589-599
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• 2019

Conventional buckling restrained braces used in concentrically braced frames are expected to yield in both tension and compression without major degradation of capacity under severe seismic ground motions. One of the weakness points of a standard buckling restrained braced frame is the low post-yield stiffness and thus large residual deformation under moderate to severe ground motions. This phenomenon can be attributed to low post-yield stiffness of core member in a BRB. This paper introduces a multi-core buckling restrained brace. The multi-core term arises from the use of more than one core component with different steel materials, including high-performance steel (HPS-70W) and stainless steel (304L) with high strain hardening properties. Nonlinear dynamic time history analyses were conducted on variety of diagonally braced frames with different heights, in order to compare the seismic performance of regular and multi-core buckling restrained braced frames. The results exhibited that the proposed multi-core buckling restrained braces reduce inter-story and especially residual drift demands in BRBFs. In addition, the results of seismic fragility analysis designated that the probability of exceedance of residual drifts in multi-core buckling restrained braced frames is significantly lower in comparison to standard BRBFs.

• Geomechanics and Engineering
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• 제35권2호
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• pp.209-219
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• 2023

This paper presents numerical investigations into the particle crushing effect on the shear properties of gravel under direct shear condition. A novel particle crushing model was developed based on the octahedral shear stress criterion and fragment replacement method. A series of direct shear tests were carried out on unbreakable particles and breakable particles with different strengths. The evolutions of the particle crushing, shear strength, volumetric strain behavior, and contact force fabric during shearing were analyzed. It was observed that the number of crushed particles increased with the increase of the shear displacement and axial pressure and decreased with the particle strength increasing. Moreover, the shear strength and volume dilatancy were obviously decreased with particle crushing. The shear displacement of particles starting to crush was close to that corresponding to the peak shear stress got. Besides, the shear-hardening behavior was obviously affected by the number of crushed particles. A microanalysis showed that due to particle crushing, the contact forces and anisotropy decreased. The mechanism of the particle crushing effect on the shear strength was further clarified in terms of the particle friction and interlock.

• 대한치과기공학회지
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• 제21권1호
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• pp.27-41
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• 1999

치과용 Ag기 합금에서 30wt%Pd 및 10wt%Cu의 용질농도의 구성비가 3이 되는 3원 합금과 여기에 2wt% Au의 첨가에 미치는 석출상의 영향을 조사 분석하여 아래와 같은 결론을 얻었다. Ag-Pd-Cu 3원 합금은 $\alpha$ 단일상에서 Ag-rich ${\alpha}_2 $ 및 PdCu 규칙상에 의해서 경화반응이 진행되며 연속승온시효곡선에 의하면 100-$300^{\circ}C$의 저항증가와 300-$500^{\circ}C$의 저항감소라고 하는 2단계 변화에 의해서 경화곡선이 얻어졌다. 또한 본 합금의 시효과정에서는 ${\alpha}{\to}{\alpha}_2+PdCu{\to}$의 2상 분리반응에 의하여 경화원인이 되었다. 석출과정은 ${\alpha}{\to}{\alpha}_1+PdCu{\to}{\alpha}_2+PdCu$ 이고 Cu-rich인 ${\alpha}_2$상은 거의 나타나지 않으며 최고 경도값은 ${\alpha}_2$ 및 PdCu의 2상공존 구역에서 나타났다. 미량의 Au첨가에 의해서 경화는 다소 증가하지만 경화성보다는 내식성에 보다 크게 기여하였고 Pd/Cu=3인 합금은 Pd/Cu=1 또는 1.7의 합금보다도 전반적으로 경도값은 가장 낮게 나타나며 이것은 치과용 Ag기 합금의 시효경화성에는 Cu농도가 크게 기여하였다. 불연속석출물인 nodule 생성물은 입계에 우선 형성되어 $\alpha$ matrix로 진행되어 nodule 석출물은 부드러운 경계면을 가지고 $\alpha$ matrix주위에 strain matrix를 나타내므로 nodule 형성이 본 합금의 시효경화를 야기하였다. 내식성은 Pd 함량이 가장 높은 본 합금에서 매우 양호하게 나타났으며 Pd 함량이 증가가 내식성의 향상에 크게 기여하여 미량의 Au 첨가에 의해서 보다 현저히 효과를 얻었다. 본 합금의 시효열처리 조건은 $450^{\circ}C$ 적절하며 1-120min 시효시간에 걸쳐서 소정의 경도 값을 얻을 수 있고 시효경화성 및 내식성의 결과로부터 Ag-30wt%Pd-10wt%Cu합금 및 미량 Au 합금은 치과용 금속재료로 적합하였다.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2003년도 추계학술발표대회 논문집
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• pp.46-49
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• 2003

Cu have been widely used as signal transmission materials for electrical electronic components owing to its high electrical conductivity. However, it's size have been limited to small ones due to its poor mechanical properties, Until now, strengthening of the copper at toy was obtained either by the solid solution and precipitation hardening by adding alloy elements or the work hardening by deformation process. Adding the at toy elements lead to reduction of electrical conductivity. In this aspect, if carbon nanofiber is used as reinforcement which have outstanding mechanical strength and electric conductivity, it is possible to develope Cu matrix nanocomposite having almost no loss of electric conductivity. It is expected to be innovative in electric conduct ing material market. The unidirectional alignment of carbon nanofiber is the most challenging task developing the copper matrix composites of high strength and electric conductivity In this study, the unidirectional alignment of carbon nanofibers which is used reinforced material are controlled by drawing process in order to manufacture the intermediary materials for the carbon nanofiber reinforced Cu matrix nanocomposite and align mechanism as well as optimized drawing process parameters are verified via experiments and numerical analysis. The materials used in this study were pure copper and the nanofibers of 150nm in diameter and of $10~20\mu\textrm{m}$ In length. The materials have been tested and the tensile strength was 75MPa with the elongation of 44% for the copper it is assumed that carbon nanofiber behave like porous elasto-plastic materials. Compaction test was conducted to obtain constitutive properties of carbon nanofiber. Optimal parameter for drawing process was obtained by experiments and numerical analysis considering the various drawing angles, reduction areas, friction coefficient, etc Lower reduction areas provides the less rupture of cu tube is not iced during the drawing process. Optimal die angle was between 5 degree and 12 degree. Relative density of carbon nanofiber embedded in the copper tube is higher as drawing diameter decrease and compressive residual stress is occurred in the copper tube. Carbon nanofibers are moved to the reverse drawing direct ion via shear force caused by deformation of the copper tube and alined to the drawing direction.