• Journal of the Korean Recycled Construction Resources Institute
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• v.4 no.1
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• pp.38-46
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• 2016

In this study, the bleeding tests were performed to investigate the effects of cement paste(w/c=0.42) on bleeding through varying the number of strand and the diameter of cylinder. The test variables were specified by differing the diameter of cylinder and the number of strand. The bleeding test was performed with respect to all diameter parameters by with or without strand. In addition, the number of strands were specified at four levels, 0, 1, 2, and 3 EA in case of 50 mm cylinder. In case of without strand, the bleeding rate was determined at low level under 2%. Moreover, all of the specimens had similar value in the measurement error. In case of with strand, maximum bleeding rate was 10%. As the diameter of cylinder decreased, the bleeding rate was decreased. The bleeding rate was altered rapidly in between 50 to 100mm of diameter. Even though bleeding rate was increased according to the increase in the number of strand, these tendency for bleeding rate was negligible with the measurement error.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.6
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• pp.999-1010
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• 2016

High-strength strands have been increasingly applied to recent actual structures in Korea. Structural effect of the increased spacing of sheaths was investigated in this study when the usual 1,860 MPa strands of an LNG storage tank are replaced with 2,400 MPa high-strength strands. First, finite element models of a cylindrical wall of an LNG tank were established and prestressing effect of the circumferential and vertical tendons was considered as equivalent loads. As a result of varying the tendon spacing and prestressing force with the total prestressing effect kept the same, the stress distribution required in design was obtained with the high-strength strands. Also, a full-scale specimen that corresponds to a part of an LNG tank wall was fabricated with 31 high-strength strands with 15.2 mm diameter inserted in each of two sheaths. It was observed that such a high level of prestressing force can be properly transferred to concrete. Moreover, an LNG tank with the world's largest 270,000 kl capacity was modeled and the prestressing effect of high-strength strands was compared with that of normal strands. The watertightness specifications such as residual compressive stress and residual compression zone were also ensured in case of leakage accident. The results of this study can be effectively used when the 2,400 MPa high-strength strands are applied to actual LNG tanks.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.4
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• pp.18-29
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• 2013

A new precast concrete (PC) beam and column connection system using non-prestressed wire strands was recently developed. The system is composed of one unit of two-storied PC-column and PC-beams with U-shaped ends. The connection part of the column and beams is reinforced by deformed bars and non-prestressed wire strands in combination for the improvement of workability. Structural performance of this system was verified by several experimental studies. The purpose of this study is developing a design concept of the beam reinforced by deformed bars and non-prestressed wire strands in combination, in terms of the cross-sectional analysis, based on the preceded experiment. A minimum and maximum reinforcement ratio and the calculation formula for the strength of flexural member reinforced by reinforcements having different yield strengths are derived based on KBC2009. Under consideration existing research results for the application of high strength reinforcement bars, the design yield strength of the non-prestressed wire strand is suggested. An example for the cross section design, satisfying the serviceability requirements, demonstrates the applicability of the design concept developed in the study.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.2
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• pp.220-226
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• 2016

Because MS(Multi-Strand) cables consist of many strands, a jacking force is applied to each strand one by one for cable construction. All strands should have an equal tensile force when the last one is wedged. This is the core technology for MS iso-tensioning. In this study, a new MS cable iso-tensioning system was developed for controlling and jacking the high-strength strands, with an ultimate tensile strength of 2,200MPa, for a stay cable of extra-dosed/cable-stayed bridges. The newly developed iso-tensioning system consists of electrical resistance load cells, hydraulic jacking devices, hydraulic pumps, and integrated controllers. Moreover, it is embedded with an algorithm that can control and predict the variations in tensile forces of the Master and Slave strands in real time. Actual experiments were carried out to verify the function and performance of the newly developed system. This system was applied successfully to the stay cable construction of 2nd Tae-in extra-dosed bridge in Gwangyang.

• Nuclear industry
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• v.28 no.4 s.302
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• pp.5-10
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• 2008

• The Journal of the Korean dental association
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• v.15 no.10
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• pp.609-612
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• 1977

• 전기의세계
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• v.28 no.3
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• pp.4-7
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• 1979

이글은 필리핀 통합전기학회 회장인 Lopez씨의 초청강연의 내용으로 필리핀과 필리핀 통합 전기학회의 시스템및 현황에 대해 소개한 글이다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.178-181
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• 2011

본 연구에서는 광섬유센서를 내장한 스마트강연선을 이용하여 초고성능콘트리트로 제작된 하이브리드 사장교 세그먼트의 횡방향 도입 긴장력을 계측하고 세그먼트 내부의 프리스트레스를 계측하여 즉시손실에 해당하는 정착장치 활동에 의한 손실과 마찰손실을 도로교설계기준(2005)의 설계 마찰손실과 비교하였다. 제작된 2개의 UHPC 사장교 세그먼트는 횡방향 길이 16.7m, 종방향 길이 1.75m, 높이 1.5m이며 각 시험체의 1/4, 1/2, 3/4지점에 긴장력을 계측하기 위해 3개의 FBG센서를 배치하였다. 긴장력은 유압잭을 이용하여 5개의 강연선에 동시에 순차적으로 도입되었으며, 단부에서 최대 도입 긴장력은 세그먼트 1은 734kN, 세그먼트 2는 639kN이었다. 도로교설계기준에 제시된 마찰계수의 중간값(파상마찰계수=0.00405, 곡률마찰계수=0.20)을 사용하여 FBG센서 위치에서 계산된 긴장력은 계측치와 5% 이내의 차이를 보였으며, 정착장치 활동에 의한 순간손실은 긴장단에서 최대 12.8%로 계측되었다. 이로부터 이 연구에서 제시하는 긴장력계측방법의 적용성을 입증할 수 있었으며, 향후 이 방법은 프리스트레스트 콘크리트 교량의 설계기준 마찰계수 개정을 위한 연구에 좋은 도구로 활용될 수 있을 것으로 기대된다.

• 프린팅코리아
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• s.61
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• pp.162-165
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• 2007

지난 6월 2일 서울국제도서전과 함께 '책의 진화와 바람직한 독서 패러다임의 모색' 이라는 세미나가 개최됐다. 이날 행사는 문용린 서울대 교육학과 교수의 '우리 시대 책과 독서의 의미' 라는 기조강연을 시작으로, 부길만 교수(동원대)가 '책의 본질과 진화 양상에 따른 문제점은 무엇인가?' 에 대해, 노병성 교수(협성대)가 '바람직한 독서 패러다임이 모색방안은 무엇인가?'에 대해, 김선남 교수(원광대)가 '책과 도서, 진흥을 위한 정책 방안은 무엇인가?' 에 대해서 각각 주제발표를 진행했다. 이날 진행된 세미나중 문용린 교수의 기조강연과 부길만 교수의 '책의 본질과 진화 양상에 따른 문제점은 무엇인가' 에 대한 강연 내용을 요약 정리해 소개한다.

• The Magazine of the IEIE
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• v.11 no.1
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• pp.39-53
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• 1984

계산량 이론을 역사적으로 개관하였다. 문제의 본질적 계산복잡도를 정의하는 것 및 계산량의 상계, 하계를 증명하는데 있어서의 기본적인 문제점에 중점을 두었다. 확률적 계산 및 병열계산에 관해서도 논하였다. 이 강연은 계산량(계산복잡도, computational complexity)이론에 관한 튜링상 수상 강연으로서는 두번째의 것이다. 첫번째 것은 1976년에 Michael Rabin의 것이다. Rabin의 탁월한 기념강연을 지금 다시 읽어보면 그 이래로 이 분야에 얼마나 많은 연구가 이룩되었는지를 절감하게 된다. 이 개설에서는 계산량에 관한 연구가 1960년에 시작된 이래 가장 중요하고 흥미를 끄는 결과라고 생각되는 문제에 대해서 언급하고자 한다. 이와같이 광범한 분야에 있어서는 화제의 선택이 개인적인 취향에 치우치는 것을 피할 수는 없지만 나로서는 어떠한 기준으로 보더라도 기본적이라 할 수 있는 논문은 포함시키도록 하겠다.