• 한국재료학회지
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• 제30권2호
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• pp.57-60
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• 2020

Titanium aluminides have attracted special interest as light-weight/high-temperature materials for structural applications. The major problem limiting practical use of these compounds is their poor ductility and formability. The powder metallurgy processing route has been an attractive alternative for such materials. A mixture of Ti and Al elemental powders was fabricated to a mechanical alloying process. The processed powder was hot pressed in a vacuum, and a fully densified compact with ultra-fine grain structure consisting of Ti₃Al intermetallic compound was obtained. During the compressive deformation of the compact at 1173 K, typical dynamic recrystallization (DR), which introduces a certain extent of grain refinement, was observed. The compact had high density and consisted of an ultra-fine equiaxial grain structure. Average grain diameter was 1.5 ㎛. Typical TEM micrographs depicting the internal structure of the specimen deformed to 0.09 true strain are provided, in which it can be seen that many small recrystallized grains having no apparent dislocation structure are generated at grain boundaries where well-developed dislocations with high density are observed in the neighboring grains. The compact showed a large m-value such as 0.44 at 1173 K. Moreover, the grain structure remained equiaxed during deformation at this temperature. Therefore, the compressive deformation of the compact was presumed to progress by superplastic flow, primarily controlled by DR.

• Structural Engineering and Mechanics
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• 제75권6호
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• pp.713-722
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• 2020

This article aims to illustrate the damped dynamic responses of layered functionally graded (FG) thick 2D beam under dynamic pulse sinusoidal load by using finite element method, for the first time. To investigate the response of thick beam accurately, two-dimensional plane stress problem is assumed to describe the constitutive behavior of thick beam structure. The material is distributed gradually through the thickness of each layer by generalized power law function. The Kelvin-Voigt viscoelastic constitutive model is exploited to include the material internal damping effect. The governing equations are obtained by using Lagrange's equations and solved by using finite element method with twelve -node 2D plane element. The dynamic equation of motion is solved numerically by Newmark implicit time integration procedure. Numerical studies are presented to illustrate stacking sequence and material gradation index on the displacement-time response of cantilever beam structure. It is found that, the number of waves increases by increasing the graduation distribution parameter. The presented mathematical model is useful in analysis and design of nuclear, marine, vehicle and aerospace structures those manufactured from functionally graded materials (FGM).

• Structural Engineering and Mechanics
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• 제40권2호
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• pp.257-277
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• 2011

In this paper the geometrically nonlinear continuum plate finite element model, hitherto not reported in the literature, is developed using the total Lagrange formulation. With the layerwise displacement field of Reddy, nonlinear Green-Lagrange small strain large displacements relations (in the von Karman sense) and linear elastic orthotropic material properties for each lamina, the 3D elasticity equations are reduced to 2D problem and the nonlinear equilibrium integral form is obtained. By performing the linearization on nonlinear integral form and then the discretization on linearized integral form, tangent stiffness matrix is obtained with less manipulation and in more consistent form, compared to the one obtained using laminated element approach. Symmetric tangent stiffness matrixes, together with internal force vector are then utilized in Newton Raphson's method for the numerical solution of nonlinear incremental finite element equilibrium equations. Despite of its complex layer dependent numerical nature, the present model has no shear locking problems, compared to ESL (Equivalent Single Layer) models, or aspect ratio problems, as the 3D finite element may have when analyzing thin plate behavior. The originally coded MATLAB computer program for the finite element solution is used to verify the accuracy of the numerical model, by calculating nonlinear response of plates with different mechanical properties, which are isotropic, orthotropic and anisotropic (cross ply and angle ply), different plate thickness, different boundary conditions and different load direction (unloading/loading). The obtained results are compared with available results from the literature and the linear solutions from the author's previous papers.

• 한국임상약학회지
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• 제29권3호
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• pp.202-208
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• 2019

Objective: Suicide has recently become an important social problem. Thus, we analyzed prescription drugs that cause suicidal ideation. Methods: Of 156 drugs on the the Minister of Food and Drug Safty (MFDS) EZ-Drug site that had "suicide" listed as a side effect, 78 had "suicide" listed as a warning or contraindication; those 78 drugs were analyzed using data from the 2016 Health Insurance and Review and Assessment Services National Patient Sample (HIRA-NPS). Results: 51 "suicide risk" drugs was identified. Of all patients, 5.2% had received such drugs. The prescription rate was 0.8% of all prescriptions, accounting for 1.6% of all prescription days. From logistic regression analysis, the prescription rate for the drugs was approximately 1.1 times higher for women than for men. With regard to age, the prescription rate for patients 66 years and older was 15.5 times higher than those for patients 25-years and lower. With regard to medical departments, the prescription rates in psychiatry and dermatology departments were 8.1 times higher and 0.6 times lower than those in internal medicine departments, respectively. With regard to region, the prescription rates in Daegu and Jeju were 1.3 times higher and 0.79 times lower than those in Seoul, respectively. Conclusion: Drug-induced suicidal behavior is possible, and therefore efforts are needed to prevent it.

• 의학교육논단
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• 제24권3호
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• pp.215-230
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• 2022

The purpose of this study was to explore the psychosocial characteristics of academically maladjusted students and the College's current status regarding academic maladjustment based on 4-year medical student cohort data collected from 2018 to 2021 and through interviews with 10 medical education experts using the integrated research method. This study included 223 students who consented to inclusion in the student cohort and participated in the emotional behavior test and college adaptability test of whom 65 students experienced academic maladjustment. Academically maladjusted students had significantly higher scores for social stress, anxiety, sense of inadequacy, attention, hyperactivity, and school maladjustment, and significantly lower scores for relationships with parents, interpersonal relationships, self-esteem, self-confidence, and self-strength. Academic and social integrity, emotional stability, university satisfaction, and university service satisfaction were all significantly lower in the academically maladjusted students than in the non-maladjusted group. The expert interviews indicated that academic maladjustment was mainly recognized as a personal problem, with causes such as lack of motivation and learning methods, vulnerability to stress, lack of social relationships and alienation, lack of support from the family, and insufficient resilience. Systematic support other than counseling for academically maladjusted students is required, and an early diagnosis and preventive intervention are important.

• 콘크리트학회논문집
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• 제28권3호
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• pp.357-363
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• 2016

순환골재는 천연골재의 고갈문제를 해결하고 고부가가치를 창출할 수 있는 등 건설, 환경산업 부분에서 상당한 효용성을 갖고 있다. 그러나 순환골재의 활용을 위한 사회적 기반이 정립되고 다양한 연구가 진행되었음에도 불구하고, 천연골재에 비해 품질이 떨어지는 문제 때문에 이를 사용한 콘크리트 구조물은 매우 적은 실정이다. 본 연구에서는 순환골재에 의한 콘크리트 성능저하를 보완하기 위한 방안으로서 강섬유를 혼입한 콘크리트의 역학적 특성 및 변형 특성을 검토하였다. 그 결과, 순환골재를 혼입한 콘크리트는 천연골재만을 사용한 콘크리트(plain)에 비해 낮은 압축강도 및 탄성계수를 나타내었으나, 강섬유의 혼입에 의해 plain과 동등 수준의 성능을 확보할 수 있었다. 또한, 건조수축 및 크리프계수에 있어서도 강섬유의 내부구속효과, 수분 이동 구속효과 및 강도의 증진 등에 기인하여 혼입률 0.5 Vol.%의 범위에서 plain과 유사한 거동을 나타낼 수 있었다. 따라서 순환골재 콘크리트를 적극적으로 활용하기 위한 방안으로서 강섬유의 혼입은 매우 효과적일 것으로 판단된다.

• 한국정보통신학회논문지
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• 제22권3호
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• pp.458-470
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• 2018

웹 앱의 요구사항이 복잡해지고 빠르게 변화하고 있어, 웹 앱의 유지보수가 더욱더 중요해지고 있다. 그렇지만, 웹 앱은 문서화가 충분하게 이루어지지 않아 유지보수가 어렵다. 그래서 효과적인 웹 앱의 유지보수를 위해 웹 페이지 생성 시 일어나는 내부 행위를 추상화한 모델을 추출할 필요가 있다. 기존 연구는 상호 작용하는 웹 컴포넌트(JSP, 서블릿 등)를 식별하지만, 웹 자원(이미지, CSS 파일, 자바스크립트 파일 등)을 식별하지 못하거나, 웹 컴포넌트와 웹 자원 사이의 의존 관계를 추출하지 못한다. 본 논문은 자바 웹 앱을 동적 분석하여 이러한 의존 관계를 추출하고, 그래프 모델로 표현하는 방법을 제안한다. 그리고 오픈 소스 웹 앱을 대상으로 실험하여 제안하는 기법의 활용 가능성을 검증한다.

• Computers and Concrete
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• 제18권5호
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• pp.1041-1051
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• 2016

In this study, the construction of a reinforced concrete bridge pier was analyzed from durability point of view. The goal of the study is to analyze the crack iniation condition due to construction and present some recommendations for construction conditions of the reinforced concrete bridge pier. The bridge is located at the western port area of Shenzhen, where the climate is high temperature and humidity. To control the cracking of concrete, a construction simulation was carried out for a heat transfer problem as well as a thermal stress problem. A shrinkage model for heat produced due to cement hydration and a Burger constitutive model to simulate the creep effect are used. The modelling based on Femmasse(C) is verified by comparing with the testing results of a real underground abutment. For the bridge pier, the temperature and stress distribution, as well as their evolution with time are shown. To simulate the construction condition, four initial concrete temperatures ($5^{\circ}C$, $10^{\circ}C$, $15^{\circ}C$, $20^{\circ}C$) and three demoulding time tips (48h, 72h, 96h) are investigated. From the results, it is concluded that a high initial concrete temperature could result in a high extreme internal temperature, which causes the early peak temperature and the larger principle stresses. The demoulding time seems to be less important for the chosen study cases. Currently used 72 hours in the construction practice may be a reasonable choice.

• 한국안전학회지
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• 제10권3호
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• pp.96-105
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• 1995

The better industry develops, the more spaces need but in the limited area. Most building become larger and more complicated if the more spaces need in the constant area. And this leads to do underground work in long period generally six(6) months for 6 basement stories due to the selection of TOP DOWN technique. Working environment in this underground area can be problems and should not be overlooked, because air quality in underground spaces become quickly worse. Recently, department name to control construction safety has been changed to ENVIRONMENT & SAFETY TEAM from SAFETY TEAM. This means that it is very important to control against environmental condition at site so much. Overall construction work as well as underground work should conform to the requirement of working environment, particularly against inhabitants around the construction area. Strut protection, one of earth protection method, in case to 40m long strut may become weaker due to thermal stress or its longitudinally compressive strain and the another one, earth anchor protection may not be applied to the site In case of encroaching on vertical underground borderline because of regulation to prohibit it. It is necessary that TOP DOWN technique should be introduced in order to solve the external and internal problem of the site such as difficulty level of the work, potential danger with excavating depth, and shortening workperiod. It is needed that improving way of working condition should be shown and simplified computer simulation program should be also provided for checking pollution level & ventilation, excluding of lighting problem here. Results measured with conformance to the Regulation for Working Environment Measurement, enforced by Ministry of Labor have been applied to the computer program developed here. Sample air taken at unit workplace which was considered as exposing condition of pollutant at breathing point and within a range of behavior of the workers, Identified exposing group in underground work, using Moded Flow Life Finally, three types of ventilation system, type I with blower & ventilator, type II natural supply with mechanical ventilation system, and type I mechanical ventilation with Drivent Fan Unit System are selected for this study.

• 한국강구조학회 논문집
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• 제28권1호
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• pp.23-34
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• 2016

콘크리트 충전강관 기둥은 강관의 구속효과에 의해 콘크리트의 압축내력 상승과, 콘크리트에 의한 강관의 국부좌굴 보강효과에 의해 부재내력이 상승하고 뛰어난 변형성능을 발휘한다. 하지만, 기둥단면이 커질 경우 합성효과를 발휘하기 위하여 스터드 볼트나 후 시공 앵커 볼트를 사용해야 하는 시공상의 문제점이 발생된다. 이를 극복함과 동시에 합성효과를 증대시키기 위한 방안으로 내부에 리브가 설치된 용접조립 기둥이 소개되었다. 내부 리브는 콘크리트와 맞물려 있어 리브의 변형은 콘크리트의 균열을 촉진시키는 역할을 동반하게 된다. 이러한 잠재적인 문제에 대한 해결책은 강관 리브의 변형에 저항할 수 있도록 콘크리트 인성을 증가시킬 수 있는 방안이 필요하다. 언급된 두 가지의 문제점이 효과적으로 해결될 경우 용접조립 각형강관 기둥은 내화성능 확보가 가능하다고 판단된다. 본 연구에서는 해결방안으로 내부 콘크리트를 강섬유와 혼입하여 기둥 자체의 연성과 인성을 증대시키는 것에 중점을 맞추고 있다. 내화성능 평가를 위한 시험체는 총 8개 로 하중비에 따른 재하가열 실험을 실시하고 화재 전후 거동과 열 변형 능력을 주요변수별로 분석하였다. 실험결과와 선행연구 비교를 통해 열 전달과 열응력 해석 모델의 신뢰성을 확보하였으며, 강섬유 혼입율에 따른 변수해석을 수행하였다.