• 한국의류산업학회지
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• 제16권1호
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• pp.160-166
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• 2014

Patent and utility indicate international competitiveness in the knowledge-based society of the $21^{st}$century where both the quantity and quality of the nation's scientific intelligence and innovative technology represent key criteria to evaluate its strength. Thus, discerning the trends of patents is inevitable for further development. This research is centered on apprehending the technological current of the functional clothing of Korea, through an analysis of patents and utility models. The number of patent applications in Korea was low until the mid-1990s. However, it began to grow rapidly in the 2000s and the number of patents surpassed the number of utility starting in 2006. The technological level of invention in this field has been turned into a higher level. The IPC code with the strongest application was the field related to temperature controllable clothing (A41D 13/005), followed by surgeon or patient apparel related fields (A41D 13/12), and reflective or luminous safety devices (A41D 13/01).The main technological idea was to give functionality that could protect the human body from various hazards and represents the goal of various applied techniques. About 66% of domestic patent applications belong to individuals; however, the proportion of corporate or institutional applications(including universities) remains poor. Consequently, more systematic and long-term support for research on patents is required.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1572-1579
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• 2005

New procedure for evaluation of creep reduction factor using performance limit strain concept was introduced and confirmed through the creep test results. To determine the performance limit strain of the textile geogrid used in this study, the Sherby-Dorm Plots were applied and the results were compared with the results that applied existed limit strain criteria (GRI test method GG-4). The limit creep strain of the geogrid samples that determined by using the Sherby-Dorm Plots were all 11%. This value is more higher than the existed criteria as 10%. From this 11% limit strain the creep reduction factors were calculated at 100,000 hours design. It was resulted in 1.45 for all of the geogrid samples(8t/m, 10t/m). Finally, when it was compared with the creep reduction factors that using 10% criteria, there were some decrease of reduction factor values about $0.06{\sim}0.14$.

• International Journal of Concrete Structures and Materials
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• 제10권3호
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• pp.271-295
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• 2016

In this study, an extensive literature review has been conducted on the material characterization of UHPC and its potential for large-scale field applicability. The successful production of ultra-high performance concrete (UHPC) depends on its material ingredients and mixture proportioning, which leads to denser and relatively more homogenous particle packing. A database was compiled from various research and field studies around the world on the mechanical and durability performance of UHPC. It is shown that UHPC provides a viable and long-term solution for improved sustainable construction owing to its ultrahigh strength properties, improved fatigue behavior and very low porosity, leading to excellent resistance against aggressive environments. The literature review revealed that the curing regimes and fiber dosage are the main factors that control the mechanical and durability properties of UHPC. Currently, the applications of UHPC in construction are very limited due to its higher initial cost, lack of contractor experience and the absence of widely accepted design provisions. However, sustained research progress in producing UHPC using locally available materials under normal curing conditions should reduce its material cost. Current challenges regarding the implementation of UHPC in full-scale structures are highlighted. This study strives to assist engineers, consultants, contractors and other construction industry stakeholders to better understand the unique characteristics and capabilities of UHPC, which should demystify this resilient and sustainable construction material.

• 근관절건강학회지
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• 제23권3호
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• pp.139-151
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• 2016

Purpose: The study was conducted to examine the effects of motivational interviewing intervention on exercise performance and maintenance, exercise and pain self-efficacy, functional status, and quality of life in the patients with total knee replacement. Methods: This study used a nonequivalent control group non-synchronized design. A total of 100 patients with total knee replacement (33 patients in motivational interviewing group (MG), 33 patients in exercise group (EG), 34 patients in comparison group (CG)) were participated in this study. MG and EG had 7 scheduled sessions for 4 weeks. Data were analyzed with repeated measures ANOVAs by using IBM SPSS Statistics 20. Results: MG showed better exercise maintenance, higher exercise and pain self-efficacy, higher muscle strength, and mental component of quality of life than the other groups. MG and EG showed better knee flexion, less knee extension, longer walking distance for 6 minutes, and better functioning than CG. Conclusion: The results showed that motivational interviewing intervention is an effective intervention for elderly patients with total knee replacement. Future study examining long term effects of motivation interviewing intervention is necessary.

• 대한기계학회논문집A
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• 제27권6호
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• pp.930-937
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• 2003

The extension of design life among power plants is increasingly becoming a world-wide trend. Kori #1 unit in Korea is operating two cycle. It has two man-ways for tube inspection in a steam generator which is one of the important components in a nuclear power plant. Especially, stud bolts fur man-way cover have damaged by disassembly and assembly several times and degradation for bolt materials for long term operation. It should be evaluated and compared by ASME Code criteria for integrity evaluation. Integrity evaluation criteria which has been made by the manufacturer is not applied on the stud bolts of nuclear pressure vessels directly because it is controlled by the yield stress of ASME Code. It can apply evaluation criteria through FEM analysis to damaged female threads and to evaluated safety fer helical-coil method which is used according to Code Case-N-496-1. From analysis results, we found .that it is the same results between stress intensity which got from FEM analysis on damaged female threads over 10％ by manufacture integrity criteria and 2／3 yield strength criteria on ASME Code. It was also confirmed that the helical-coil repair method would be safe.

• 한국군사과학기술학회지
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• 제24권5호
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• pp.467-474
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• 2021

A study on optimal shape selection of a mechanical fastening for the repair of crack defect of ROK Air Force F-5 fighter wing was conducted. The crack defect occurred in the spar of the wing, and the technical manual does not specify the repair method. However, ROK Air Force decided to develop a repair technology for this defect in consideration of various logistic conditions. Three repair shapes for the proper repair were devised and the finite element analysis was performed to examine the structural safety of these three connection members. As a result of the structural safety review, two connection members except one were structurally safe with safety margins over zero because the calculated stress values were at or below the yield strength level. Therefore, two connection members were determined to be able to use for repair under the condition that the aircraft operated within the design limit load. The results of this study would be very useful if the same defect occurs in long-term aircraft operated by the ROK Air Force.

• 방사성폐기물학회지
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• 제22권2호
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• pp.139-144
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• 2024

Concrete structures must maintain their shielding abilities and structural integrity over extended operational periods. Despite the widespread use of dry storage systems for spent nuclear fuel, research on the properties of deteriorated concrete and their impact on structural performance remains limited. To address this significant research gap, static and dynamic material testing was conducted on concrete specimens carefully extracted from the outer wall of the High-flux Advanced Neutron Application ReactOr (HANARO), constructed approximately 30 years ago. Despite its age, the results reveal that the concrete maintains its structural integrity impressively well, with static compression tests indicating an average compressive strength exceeding the original design standards. Further dynamic property testing using advanced high-speed material test equipment supported these findings, showing the consistency of dynamic increase factors with those reported in previous studies. These results highlight the importance of monitoring and assessing concrete structures in nuclear facilities for long-term safety and reliability.

• Composites Research
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• 제12권5호
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• pp.98-109
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• 1999

복합재료 보철물이 삽입된 인공 고관절의 장기적 거동의 해석을 위한 비선형 유한요소법이 개발되었으며 아울러 두꺼운 적층 복합채 보철물의 설계를 위한 3차원 육면체 요소가 이용되었다. 사용된 요소는 요소내의 다양한 물성치를 포함하여 요소의 절단면을 고려할 수 있는 ply-drop-off요소이다. 개발된 비선형 유한요소해석 프로그램은 단층하중하의 보 문제를 통해 엄밀해와의 비교를 통해 검증하였다. 개발된 프로그램을 이용하여 보철물의 재료와 복합재료 보철물의 적층각도에 따른 밀도 변화 및 강도비를 계산하여 인공 고관절의 역학적 거동을 해석하였으며 동시에 보철물의 설계 성능을 평가하였다. 계산된 수치해석 결과를 통해 인공 고관절 보철물의 설계 성능의 평가가 가능하며 보철물 설계에 따른 시간 및 비용을 줄일 수 있다.

• 한국건축시공학회지
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• 제14권1호
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• pp.37-44
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• 2014

건설산업에서는 탄산가스 저감을 위해 산업부산물을 다량 활용하는 기술개발을 위한 연구가 이루어지고 있다. 산업부산물 중 특히 고로슬래그 미분말은 잠재수경성에 기인하여 장기강도는 우수하나 초기강도가 낮기 때문에 많은 양을 대체하는데 한계가 있다. 이에 본 연구에서는 철강공정 중 용선예비처리 공정에서 발생하는 슬래그부산물을 활용하여 고활성 고로슬래그 미분말을 시험 제조후 고활성 고로슬래그 미분말의 모르타르 압축강도 강도발현 특성을 검토하였다. 또한, 고활성 고로슬래그 미분말 단독으로도 경화가 가능한 특징을 고려해서 2차 콘크리트 제품용 결합재로서 활용 가능성을 검토하고자 배합조건에 따른 콘크리트 제조 및 압축강도 발현특성을 검토하였다. 실험변수로써 슬래그부산물의 분말도, 치환율, 양생조건 및 W/B를 설정하였다. 그 결과 슬래그부산물을 자극제로 활용한 고활성 고로슬래그 미분말 모르타르의 압축강도 향상을 확인하였으며 고활성 고로슬래그 미분말이 단독으로도 경화가 가능하기 때문에 양생 및 배합조건을 고려하면 고활성 고로슬래그 미분말을 콘크리트 2차 제품용 결합재로서 활용 가능할 것으로 판단된다.

• 콘크리트학회논문집
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• 제13권4호
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• pp.336-345
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• 2001

수중콘크리트는 재료분리에 의한 품질의 저하, 현장 주변의 오염 등 문제점이 있을 뿐만 아니라 고강도 및 초대형 수중콘크리트 구조물을 축조해야 할 필요성이 요구되면서 새로운 재료 및 공법의 개발이 요망된다. 그래서 수중불분리성 콘크리트의 재료분리와 수화열의 저감 및 장기강도 증진을 목표로 제조한 수중불분리성 콘크리트의 현장적용성에 대한 연구를 착안하게 되었다. 모형 실험체(I)에 의한 실험결과, 슬럼프 플로우 58cm인 수중불분리성 콘크리트를 24㎥/hr 정도의 속도로 타설할 경우, 5m의 단부까지 약 1분 정도 소요되었으며, 타설면은 거의 수평을 유지하는 시공성을 나타내었으며, 각 부위별 코어 공시체의 압축강도는 240 kgf/$\textrm{cm}^2$을 상회하는 값임을 알 수 있었다. 한편, 모형 실험체(II)에 사용된 고강도용 수중불분리성 콘크리트의 pH값과 현탁물질량은 각각 경과시간 30분에서 10.0~11.0 및 51 mg/$\ell$, 초결 및 종결시간은 각각 30 및 37시간 정도 그리고 슬럼프플로우 값은 53$\pm$2cm범위였다. 이 콘크리트로서 27㎥/hr 정도의 속도로 타설한 결과, 철근 배근의 유무에 관계없이 유동속도는 큰 차이가 없었으며 유동 구배는 거의 수평면을 유지하였다. 코어 공시체의 압축강도 및 탄성계수는 유동거리가 멀어질수록 약간 감소하였으나 중앙부위에서 가장 큰 값을 나타내었다.