• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2012.03a
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• pp.112-112
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• 2012

스포츠웨어 중 바람막이제품의 용도에 사용되는 소재는 폴리에스터와 폴리아미드 소재가 주류이며, 그 중에서 고품격의 바람막이 제품에 대해서는 주로 나일론6 소재를 사용하고 있다. 최근 소비자들은 삶의 질 향상과 야외활동의 증가로 인해 제품의 경량화, 안락한 착용감, 고기능성 등을 동시에 겸비한 제품을 요구하고 있다. 이러한 수요에 발맞추어 국내에서 많이 생산되고 있는 나일론6 소재를 이용하여 제품화 간계에서 경량감과 신축성이 발현될 수 있는 나일론6 소재의 경량 신축직물에 대한 연구개발이 요구되고 있다. 본 연구에서는 직물 단계에서의 경량감과 신축성이 발현될 수 있는 나일론6 소재 신축직물을 개발하기 위해 공중합 나일론6 폴리머와 일반 나일론6 폴리머를 복합방사 설비를 이용하여 side by side POY 26d/6f의 원사를 제조한 후 가연공정을 거쳐 개발된 DTY 20/6f 가연사를 직물 설계 시 위사방향으로 적용하여 제직을 실시하였다. 직물 설계 조건은 기존 T사에서 생산중인 나일론 DTY 20d/7f을 경사로, 개발 소재인 DTY 20/6f을 위사에 적용하였으며, 제직 시 경사밀도 2가지, 위사밀도 2가지로 설계하였으며, 조직의 변화에 따른 신축특성의 변화를 확인하기 위해 평직, Rib. 도비직으로 제직하였고, 이렇게 제조된 직물에 대해 전처리, 염색, 후가공, 코팅가공 공정 조건별로 테스트를 진행한 후, 신축성발현을 위한 최적 공정조건 확보를 위한 공정별 직물의 신축성 변화분석과 최적 공정을 통해 개발한 최종 직물에 대한 신축성 평가를 실시하였다. 테스트 결과, 제직 조건별로는 경사밀도와 위사밀도가 낮은 경우가 원단 내 수축이 더욱 많이 발생함으로써, 신축성이 향상됨을 알 수 있었으며, 조직별로는 평직, Rib. 도비직 순서로 신축성이 우수함을 알 수 있었다. 또한 공정별 신축성 변화분석 결과, 염색 시 가장 신축성 발현이 두드러지게 높은 것으로 나타났으며, 전처리는 일반 연속식 전처리 보다 CPB 전처리 공정이 이후 염색가공 및 코팅을 통해 제조된 직물의 신축성 향상 및 표면 평활성에 높은 기여를 하는 것을 알 수 있었다. 상기 조건에 서 얻어진 최적 공정 조건으로 제조된 최종 코팅직물의 경우에 22% 정도의 신축성이 나타나 개발 소재의 신축특성이 우수함을 확인하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.9
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• pp.4302-4309
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• 2012

Underground structures without the expansion joint in the settled intervals, the underground structures may suffer from structural crack and the water leakage thereby resulting in the occurance of the efflorescence. In this study, the performance of new expansion joint used in underground structures were verified. The spacing of expansion joint was defined by the finite element analysis. Expansion length, resistance and waterproofing performance of developed expansion joint were confirmed by experiment.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.32 no.5
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• pp.305-311
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• 2019

In this study, we examined the proper spacing between the expansion joints according to the temperature load of the inter-modal terminal platform infrastructure to implement a new inter-modal automated freight transport system, which we intend to introduce in Korea. To review the proper expansion joint spacing of the terminal platforms, we set the maximum expansion joint spacing according to the regional temperature changes using the equation proposed by the Federal Construction Council (FCC) of the United States. Then, the maximum displacement value, which was calculated through the structural analysis program, and the limit of the horizontal displacement of the building structure were compared. The proper expansion joint spacing was selected as the slab length at which the maximum displacement of the structure, due to temperature changes, was below the horizontal displacement limit. Based on the application of maximum expansion joint spacing for each region calculated through the FCC's suggestion, the maximum displacement that could occur within the limit of the lateral displacement of the structure was determined.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.6
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• pp.170-175
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• 2018

For the seismic performance, it is necessary to prevent the destruction of the expansion joint device due to the appropriate deformation of the expansion joint device due to the seismic force. Recently, the hinge is installed on the fingering of the expansion joint device in Korea, New products are being developed. In this paper, we have experimentally evaluated the real scale resistance of the expansion joints with rotational finger joints against load at right angle to the bridge axis. Experimental results show that the maximum horizontal displacement is about 21.1mm for conventional stretch joints and 51.00mm for seismic stretch joints. It is presumed that the existing expansion joint test specimen is resistant to the load in a direction perpendicular to the throat axis, and then the bending and shear deformation of the finger are excessively generated and the fracture phenomenon is likely to occur. On the other hand, in the case of the seismic expansion joint, the deformation of the load due to the load is absorbed by the hinge of the finger with respect to the load in the direction perpendicular to the throat, so that only horizontal deformation in the direction of load action.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2018.06a
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• pp.49.1-49.1
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• 2018

신축성 디바이스는 다양한 디자인을 적용할 수 있고 형태에 대한 제약을 최소화 할 수 있어 수요가 점점 증가하고 있다. 신축성 디바이스의 핵심인 신축 전극에 대한 연구가 활발히 진행되고 있으며, 물결무늬나 코일 형태의 금속 전극, 탄소 소재를 사용한 전극, 하이드로젤 전극 등이 연구되었다. 하지만 이러한 방법들은 공정과정이 복잡하거나, 변형시 전기적 저항 변화가 크다. 또한 단일 소재를 활용한 신축성 전극은 물질적인 한계로 인하여 신축성을 향상시키는 데 한계가 있다. 신축 전극에 많이 사용되는 은 나노와이어는 용액에 분산되어 있어 공정이 쉽고, 좋은 전기적 특성을 가지는 소재이다. 은 나노와이어는 네트워크 형태로 얽혀있어 신축성 있는 배선의 재료로써 좋은 역할을 할 것으로 기대하지만, 은 나노 와이어만 사용하여 제작한 배선은 늘렸을 때 나노와이어들 간의 접촉 불량으로 저항이 증가한다. 이를 보완하기 위해 본 연구에서는 배선을 형성하고 있는 금속 나노소재 간 전기적 접촉을 향상시키기 위해 은 나노와이어와 은 나노입자를 섞어 하이브리드 잉크를 제작하여 전극을 형성했다. 하이브리드 잉크로 제작한 전극을 신축성 있는 고분자에 함입하여 신축률에 따른 저항을 평가했다. $175^{\circ}C$에서 열처리한 전극을 5% 늘렸을 때, 단일 소재인 은 나노와이어나 은 나노입자만을 사용한 경우는 전극이 끊어지거나 저항이 175%나 증가했지만, 하이브리드 잉크를 사용했을 때는 16.5% 증가했다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.2
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• pp.1-8
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• 2024

The expansion joint is installed to offset the expansion of the superstructure and must ensure sufficient gap during its service life. In detailed guideline of safety inspection and precise safety diagnosis for bridge, damage due to lack or excessive gap is specified, but there are insufficient standards for determining the abnormal behavior of superstructures. In this study, a data-based maintenance was proposed by continuously monitoring the expansion-gap data of the same expansion joint. A total of 2,756 data were collected from 689 expansion joint, taking into account the effects of season. We have developed a method to evaluate changes in the expansion joint-gap that can analyze the thermal movement through four or more data at the same location, and classified the factors that affect the superstructure behavior and analyze the influence of each factor through deep learning and explainable artificial intelligence(AI). Abnormal behavior of the superstructure was classified into narrowing and functional failure through the expansion joint-gap evaluation graph. The influence factor analysis using deep learning and explainable AI is considered to be reliable because the results can be explained by the existing expansion gap calculation formula and bridge design.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.3A
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• pp.357-366
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• 2008

This study addresses the analysis of the behavioral characteristics of bridge expansion joints under wheel loading through wheel load test and the proposal of relevant wheel load specifications for expansion joints. To that goal, specimens of rail and finger expansion joints that are widely used in Korea were fabricated and subjected to static wheel load test using a real tire wheel. The wheel load distribution factor in the rail and finger expansion joints in contact with the wheel load was evaluated. The evaluation revealed that the portion of load sustained by the central rail of rail expansion joint was decreasing with larger wheel load, and that the portion of load sustained by the finger expansion joint was practically insensitive to the increase of the contact area and remained nearly constant. Since the wheel load characteristics showed large difference compared to former design specifications, it appears necessary to prepare rational specifications relative to the distribution of the wheel load contact pressure for the design of expansion joints.

• Journal of the Microelectronics and Packaging Society
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• v.25 no.4
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• pp.129-135
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• 2018

In the stretchable electronic devices, the stretchable substrate is a very essential material which determines the stretchability, performances and durability of the stretchable electronic devices. In particular, the current stretchable materials have hysteresis making difficult to used as sensors and other electronic devices. In this study, we developed a PDMS-Ecoflex hybrid stretchable substrate mixed with PDMS and Ecoflex material in order to increase stretchability and improve hysteresis characteristics. Mechanical behavior of the hybrid substrate was evaluated using a tensile test, and optical transmittance of the hybrid substrate was also measured. As the content of Ecoflex increases, the PDMS-Ecoflex hybrid substrate becomes more flexible, and the elastic modulus decreases. In addition, the PDMS substrate failed a tensile strain of 270%, while the PDMS-Ecoflex hybrid substrate did not fail even at 500% strain indicating excellent stretchability. In the repeated tensile test, the hybrid substrate with 2:1 mixing ratio of PDMS and Ecoflex showed hysteresis. On the other hand, in the case of the hybrid substrate with the mixing ratio of 1:1, hysteresis did not occur at a strain of 50% and 100%. Hence, we developed a stretchable substrate with over 150% stretchability and no hysteresis characteristics. The optical transmittance of the Ecoflex substrate was 68.6%, whereas the transmittances of the hybrid substrate with mixing ratio of 2:1 and 1:1 were 78.6% and 75.4%, respectively. These results indicate that the PDMS-Ecoflex hybrid substrate is a potential candidate for a transparent stretchable substrate.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2023.11a
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• pp.305-306
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• 2023

지반 침하 및 액상화 등에 따른 과도한 상대변위로 인한 매립배관 시스템의 손상을 저감시키기 위해 종종 벨로우즈 신축이음관은 사용된다. 벨로우즈 신축이음관의 성형과정에서 회선의 벽두께 감소와 같은 구조적인 불확실성이 발생할 수 있으며 특히, 벽두께 감소는 벨로우즈 신축이음관의 성능에 영향을 미칠 수 있다. 매립배관 시스템의 효율적인 유지관리를 위해 회선의 벽두께 감소에 의한 벨로우즈 신축이음관의 성능평가는 필요하다. 하지만 회선의 벽두께 감소가 벨로우즈 신축이음관의 성능에 미치는 영향을 조사하는 연구는 미미하다. 따라서 본 연구는 기초적인 연구로써 고충실도 유한요소 모델을 이용하여 단조하중을 받는 벨로우즈 신축이음관의 벽두께 감소에 의한 성능을 평가하고 민감도 분석을 수행하였다. 각 회선의 벽두께 감소를 20%로 적용하였을 때 최대하중은 약 3% 감소하는 것으로 나타났으며 2번 회선의 벽두께 감소가 최대하중 감소에 비교적 큰 영향을 미치는 것으로 나타났다.

• Journal of the Korean Association of Geographic Information Studies
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• v.11 no.4
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• pp.139-149
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• 2008

A load effect by vehicles running on a road and an increase of traffic is distinguished as a serious issue in the level of bridges' maintenance and management since it causes a quick damage of bridges. The expansion joint is the most important since it makes vehicles' traveling amicable and stress or additional load harmful to molding patterns minimized. However, it is very difficult to measure its expansion length since vehicles continue to pass on the expansion joint. Therefore, the study could see that it was possible to carry out a qualitative and quantitative maintenance and management if its expansion length is extracted with images. The study could acquire three dimensional coordinates of expansion joints with images. As the results of calculating RMSE of check point residual at 32 points in A area and at 28 points in B area, both A and B areas had very good results of RMSEsms 0.829mm~1.680mm. As the results of analyzing expansion length and immediate value extracted by images, the study analyzed that RMSE of A area was 0.64mm and RMSE of B area was 0.28. The average residual of A area was 0.60% and the average rresidual of B area was 0.27%. Therefore, it is judged that it is more scientific and efficient than the past to measure expansion length with images at the time of repairing and managing bridges in the future.