• 한국정보과학회논문지:소프트웨어및응용
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• 제36권1호
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• pp.10-20
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• 2009

단위 시험은 지속적이고 반복적으로 수행되어야 하기 때문에 높은 비용을 필요로 하는 작업이다. 단위 시험의 자동화에 대한 많은 연구가 있었으나 테스트 데이타의 자동 추출에 대한 연구는 큰 성과를 이루지 못하고 있다. 본 연구에서는 소프트웨어의 소스 코드로부터 테스트 데이타를 자동으로 추출하는 방안에 대해 논의하고 각 단계의 알고리즘을 제시하였다. 또한 테스트 데이타 추출 자동화에 관한 이슈를 소개하고 테스트 데이타 추출 자동화 도구 CUTIG를 소개한다. CUTIG는 실제 소스코드를 이용하여 테스트 데이타를 추출하므로 소프트웨어의 요구사항 명세가 잘 작성되어 있지 않거나 실제 구현과 차이가 있는 경우에도 테스트 데이타를 생성할 수 있다. 또한 이 도구를 통해 개발자가 직접 테스트 데이타를 작성하는 데 소요되는 비용을 절감할 수 있기를 기대한다.

• 패션비즈니스
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• 제19권4호
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• pp.92-108
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• 2015

This study aimed at developing a down jacket prototype that utilized sunlight as an alternative energy source with no air pollution. The jacket is filled with flexible solar panels and has a heat-generating function and LED function. In this study, three smart down jacket prototypes were developed, and the jacket's capabilities were demonstrated through the thermal effect on the performance test. The typical output voltage of the flexible solar panels was 6.4V. By connecting the 2 solar cell modules in series, the final output voltage was 12.8V. A battery charge regulator module was used the KA 7809 (TO-220) of 9V. Three heating pads were to be inserted into the belly of the jacket as direct thermal heating elements, and the LED module was configured, separated by a flash and an indicator. The smart down jacket was designed to prevent damage to the down pack without the individual devices' interfering with the human body's motion. Because this study provides insulation from extreme cold with a purpose, the jacket was tested for heat insulation properties of non-heating, heating on the back, heating on the abdomen, and heating on both the back and abdomen in a sitting posture in a static state. Thermal property analysis results from examining the average skin temperature, core temperature, and the temperature and humidity within clothing showed, that placing a heating element in one place was more effective than distributing the heating elements in different locations. Heating on the back was the most effective for maintaining optimal skin temperature, core temperature, and humidity, whereas heating on the abdomen was not effective for maintaining optimal skin temperature, core temperature, or humidity within clothing because of the gap between the jacket and the body.

• 대한기계학회논문집A
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• 제35권7호
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• pp.723-728
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• 2011

진공회로차단기의 성능이 스프링조작기에 많이 좌우되기 때문에, 스프링조작기의 해석이 요구된다. 본 연구에서는 스프링의 특성시험을 먼저 수행한 후, 시험결과를 RecurDyn 프로그램을 이용한 컴퓨터시뮬레이션 스프링모델링에 이용하였다. 개발된 진공회로차단기의 다물체동역학 모델을 이용하여 차단기의 스템변위와 샤프트 회전각에 대한 시뮬레이션 하였으며, 시뮬레이션 결과를 시험과 비교 검증하였다. 검증된 다물체동역학 모델을 사용하여 차단속도를 증가시키기 위한 캠의 최적윤곽을 얻었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 추계학술대회 논문집
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• pp.743-749
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• 2012

Grunt (Stick-slip) noise happens between rear lining and drum on braking condition while vehicle is returning to steady position after nose-dive. The study presents a new testing and analysis methods for improving brake grunt noise on vehicle. Grunt noise is called a kind of stick slip noise with below 1kHz frequency that is caused by the surfaces alternating between sticking to each other and sliding over each other with a corresponding change in friction force. This noise is typically come from that the static friction coefficient of surfaces is much higher than the kinetic friction coefficient. For the identification of the excitation mechanism and improvement of grunt noise, it is necessary to study variable parameters of rear drum brake systems on vehicle and to implement CAE analysis with stick slip model of drum brake. The aim of this study has been to find solution parameters throughout test result on vehicle and dynamo test. As a result of this study, it is generated from stick slip between rear lining and rear drum and it can be solved to reduce contact angle of lining with asymmetric and is effected not only brake drum strength but also rear brake size and brake factor.

• Steel and Composite Structures
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• 제19권6호
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• pp.1561-1580
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• 2015

No significant improvement has been observed on the seismic performance of the ordinary steel reinforced concrete (SRC) columns compared with the reinforced concrete (RC) columns mainly because I, H or core cross-shaped steel cannot provide sufficient confinement for core concrete. Two improved SRC columns by constructing with new-type section steel were put forward on this background: a cross-shaped steel whose flanges are in contact with concrete cover by extending the geometry of webs, and a rotated cross-shaped steel whose webs coincide with diagonal line of the column's section. The advantages of new-type SRC columns have been proved theoretically and experimentally, while construction measures and seismic behavior remain unclear when the new-type columns are joined onto SRC beams. Seismic behavior of SRC joints with new-type section steel were experimentally investigated by testing 5 specimens subjected to low reversed cyclic loading, mainly including the failure patterns, hysteretic loops, skeleton curves, energy dissipation capacity, strength and stiffness degradation and ductility. Effects of steel shape, load angel and construction measures on seismic behavior of joints were also analyzed. The test results indicate that the new-type joints display shear failure pattern under seismic loading, and steel and concrete of core region could bear larger load and tend to be stable although the specimens are close to failure. The hysteretic curves of new-type joints are plumper whose equivalent viscous damping coefficients and ductility factors are over 0.38 and 3.2 respectively, and this illustrates the energy dissipation capacity and deformation ability of new-type SRC joints are better than that of ordinary ones with shear failure. Bearing capacity and ductility of new-type joints are superior when the diagonal cross-shaped steel is contained and beams are orthogonal to columns, and the two construction measures proposed have little effect on the seismic behavior of joints.

• 한국철도학회논문집
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• 제20권2호
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• pp.173-181
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• 2017

장애물제거기는 선로 내 장애물에 의한 충돌사고 발생 시 장애물을 선로 밖으로 밀어내거나 에너지흡수부재를 통해 충돌에너지를 흡수하여 열차 탈선을 방지하고 충돌사고에 의한 피해를 최소화하기 위한 장치이다. 본 연구에서는 인장형 에너지흡수부재와 4절 링크를 이용하여 장애물제거기의 작동 메커니즘을 구성하여 장애물제거기를 설계하였다. 또한 EN 15227에서 요구하는 정적강도 및 에너지흡수조건을 확인하기 위한 성능검증시험 방법을 고안한 뒤 유한요소해석 및 UTM (Universal Test Machine)을 이용한 성능검증시험을 수행하였다. 본 연구를 통해 EN 15227의 요구조건을 만족하는 장애물제거기를 개발하였으며, 제안된 장애물제거기의 설계 및 검증 절차에 따라 붕괴하중의 조절이 가능하며 이를 실험을 통해 검증할 수 있는 방법을 제안하였다.

• 한국철도학회논문집
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• 제13권3호
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• pp.271-277
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• 2010

본 논문에서는 에너지 흡수부재로 사용될 수 있는 단방향 케블라/에폭시 및 단방향 탄소-케블라/에폭시 튜브의 압괴거동을 예측할 수 있는 해석모델을 확립하고 이를 시험을 통해 검증하였다. 해석모델은 상용 외연적 해석 프로그램인 LS-DYNA의 2D 쉘 요소와 Chang-Chang 파손기준식을 이용하였다. 또한, 해석에 적용된 소재의 기계적 물성치는 시험을 통해 얻었다. 해석모델은 원형 튜브에 대한 10mm/min의 준정적 압괴 시험 결과와 비교를 통해 검증하였다. 그 결과 케블라/에폭시 튜브의 하중-변위 곡선은 거의 일치했으며 무게당 흡수 에너지(SEA)도 6% 미만의 오차에서 잘 일치하였다. 하지만, 탄소-케블라/에폭시 튜브는 시험과 약간의 차이를 보이고 있다.

• 한국전산구조공학회논문집
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• 제17권4호
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• pp.389-403
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• 2004

이 연구에서는 교량의 모드자료를 이용한 구조해석모델의 개선에 관하여 연구하였다. 교량의 초기해석모델은 도면 및 현장조사결과를 바탕으로 작성되므로, 시간에 따라 손실된 강성의 영향 및 경계조건 등을 합리적으로 반영하기 어려우며, 따라서 구조물에 대한 정적 혹은 동적실험을 수행하고, 그 결과를 반영하여 해석모델을 개선하는 것이 바람직하다. 이 연구에서는 구조물의 고유주파수 및 모드형상 등의 모드특성을 바탕으로 추계론적 최적화 기법인 유전자 알고리즘을 이용하여 해석모델을 개선하고자 하였다. 임진강교 및 행주대교에 대한 동적실험 자료를 이용하여 교량의 모드특성을 추정하였으며, 추정된 모드특성을 바탕으로 유전자 알고리즘을 이용하여 수치해석모델을 개선하였다. 개선된 모델을 사용하여 해석한 결과, 초기해석모델에 의한 해석결과보다 실험으로 추정한 모드특성에 가까움을 확인하였고, 이로부터 개선모델의 합리성을 검증하였다.

• Nuclear Engineering and Technology
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• 제27권1호
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• pp.84-95
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• 1995

Application of computer software to safety-critical systems is on the increase. To be successful, the software must be designed and constructed to meet the functional and performance requirements of the system. For safety reason, the software must be demonstrated not only to meet these requirements, but also to operate safely as a component within the system. For longer-term cost consideration, the software must be designed and structured to ease future maintenance and modifications. This paper present a software engineering process for the production of safety-critical software for a nuclear power plant The presentation is expository in nature of a viable high quality safety-critical software development. It is based on the ideas of a rational design process and on the experience of the adaptation of such process in the production of the safety-critical software for the Shutdown System Number Two of Wolsong 2, 3 & 4 nuclear power generation plants. This process is significantly different from a conventional process in terms of rigorous software development phases and software design techniques. The process covers documentation, design, verification and testing using mathematically precise notations and highly reviewable tabular format to specify software requirements and software design. These specifications allow rigorous, stepwise verification of software design against software requirements, and code against software design using static analysis. The software engineering process described in this paper applies the principle of information-hiding decomposition in software design using a modular design technique so that when a change is' required or an error is detected, the affected scope can be readily and confidently located. It also facilitates a sense of high degree of confidence in the ‘correctness’ of the software production, and provides a relatively simple and straightforward code implementation effort.

• 대한치과보철학회지
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• 제29권1호
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• pp.255-264
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• 1991

The purpose of this study was to evaluate the effect of the shear bond strength between porcelain laminate veneer and enamel according to the surface treatment and thermocycling. Group I, as a control group, was sandblasted only; group II was sandblasted and etched; group III was sandblasted and silane treated; and group IV was sandblasted, etched and silane treated. A porcelain block was placed onto the etched enamel under a 150g static load and the bonded site was light-cured from 4 directions for 1 minute each. The 72 bonded specimens were stored in water at $37^{\circ}C$ for 1 day. Half of each group were thermocycled at $4^{\circ}C$ and $60^{\circ}C$ for 100 cycles with a dwelling time in each bath of 1 min. Following thermocycling, the specimens were installed in an Instron universal testing machine and the shear bond strength was measured. After the specimens were fractured, the fractured surfaces were examined with SEM. The obtained results were as follows : 1. The shear bond strength of the sandblasted and etched and silane treated group(Group IV) was the strongest of all, and the shear bond strengths between the sandblasted group(Group I) and the sandblasted and silane treated group(Group III) were not statistically different(p>0.05). 2. When the shear bond strength was measured after thermocycling, only the sandblasted, etched and silane treated group(Group IV) was statistically different(p<0.05). 3. The scanning electron microscopic views of the fractured surfaces show more irregularities and more resin fragments in the etched group than in the unetched group. 4. The scanning electron microscopic views of the fractured surfaces show a more delicate surface after thermocycling and after silane treatment than before thermocycling and before silane treatment.