• 제목/요약/키워드: Ultra high strength

검색결과 730건 처리시간 0.028초

Development of ultra high voltage-large capacity O.F cable (초고압 대용량 O.F 케이블의 개발)

  • Kang, S.H.;Lee, K.J.;Kim, C.S.;Choi, Y.H.
    • Proceedings of the KIEE Conference
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    • 대한전기학회 1991년도 하계학술대회 논문집
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    • pp.265-267
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    • 1991
  • In this paper, we describe the development of 345kv OF cables to contain also the cable employing new insulation paper, PPLP (Poly propylene Laminated paper). The cables all show very excellent properties, especially PPLP cable has less the dielectric loss and better the impulse & A.C strength than the one employing the conventional paper. Therefore, according to use PPLP cable, it seems to be several advantages such as the compact of system, the increasing capacity, and the decreasing energy loss etc.

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Finite element analysis of longitudinal reinforcement beams with UHPFC under torsion

  • Mohammed, Thaer Jasim;Bakar, B.H. Abu;Bunnori, N. Muhamad;Ibraheem, Omer Farouk
    • Computers and Concrete
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    • 제16권1호
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    • pp.1-16
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    • 2015
  • The proposed techniques to strengthen concrete members such as steel plates, polymers or concrete have important deficiencies in adherence and durability. The use of UHPFC plates can overtake effectively these problems. In this paper, the possibility of using UHPFC to strengthen RC beams under torsion is investigated. Four specimens of concrete beams reinforced with longitudinal bars only were tested under pure torsion. One of the beams was considered as the baseline specimen, while the others were strengthened by ultra-high-performance fiber concrete (UHPFC) on two, three, and four sides. Finite element analysis was conducted in tandem with experimental work. Results showed that UHPFC enhances the strength, ductility, and toughness of concrete beams under torsional load, and that finite element analysis is in good agreement with the experimental data.

Simplification of the Flexural Capacity of SFR-UHPCC Rectangular Beam

  • Han, Sang-Mook;Wu, Xiang-Guo;Kim, Sung-Wook;Kang, Su-Tae
    • Proceedings of the Korea Concrete Institute Conference
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    • 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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    • pp.526-529
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    • 2006
  • In this paper, flexure behavior of steel fiber reinforcement ultra high performance cementations composites (SFR-UHPCC) has been analyzed by equivalent stress block. Pulling-out tensile force of steel fiber with concrete matrix was induced. An appropriate flexure evaluation formula, i.e. semi-analytical formula, was established based on rectangular cross section beam for comparing with shear capacity and ultimate load of SFR-UHPCC beam. Finally, the semi-analytical formula has been simplified for the convenience of design work. Experimental results and theoretical shear strength are shown to compare with the formula proposed by this paper. The theory formula has a good prediction of failure type of SFR-UHPCC.

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Fire Resistance of Reinforced Polyamide Fiber Ultra High Strength(160MPa) Concrete (폴리아미드 섬유보강 초고강도(160MPa) 콘크리트의 내화성능)

  • Jeon, Joong-Kyu;Chan, Chan-Ki;Kim, Soo-Young;Kim, Bok-Kyu;Kim, Pil-Sung;Yun, Kyung-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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    • pp.547-548
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    • 2009
  • Fiber reinforcement has been being widely used in concrete to enhance the mechanical properties and to reduce the micro-cracking caused by plastic and drying shrinkage. While researches has been focused on the benefits of fiber reinforcement, the properties of fiber reinforced concrete are strongly dependent on the type, shape and the amount of fibers in concrete.

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Simplified Design Equation of Splice Length of Deformed bars in Compression (압축을 받는 이형철근의 단순화된 이음 설계식)

  • Chun, Sung-Chul;Lee, Sung-Ho;Oh, Bo-Hwan
    • Proceedings of the Korea Concrete Institute Conference
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    • 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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    • pp.33-34
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    • 2010
  • A compression lap splice becomes an important issue due to development of ultra-high strength concrete. Based on the basic form of design equations for development lengths of deformed bars and hooks in tension, simplifed design equation of deformed bars in compression was proposed using regression analyses.

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Development of numerical-computation program to predict thermal shock induced by fs laser processing of meatals (펨토초 레이저 금속 가공시 발생하는 열충격 수치계산 프로그램 개발)

  • O, Bu-Guk;Kim, Dong-Sik;Kim, Jae-Gu;Lee, Je-Hun
    • Laser Solutions
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    • 제11권1호
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    • pp.19-24
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    • 2008
  • It has been recognized that laser dicing of wafers results in low mechanical strength compared to the conventional sawing techniques. Thermal shock generated by rapid thermal loading is responsible for this problem. This work presents a two-dimensional ultra-short thermo elastic model for numerical simulation of femtosecond laser ablation of metals in the high-fluence regime where the phase explosion is dominant. Laser-induced thermoelastic stress is analyzed for Ni. The results show that the laser-induced thermal shock is large enough to induce mechanical damages.

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A study on the construction characteristic of bath cryostat (Bath cryostat의 제작특성에 관한 연구)

  • Kim, G.Y.
    • Journal of the Korean Society for Precision Engineering
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    • 제10권2호
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    • pp.138-145
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    • 1993
  • The bath cryostat of cryogenic apparatuses which are generally used to study physical phenomena under low temperature and ultra low temperature has been desigened and constructed. The practical use of the cryostat is verified by the measurement of the storage life of liquid heloum and liquid nitrogen vessels. The cryostat consists of triple structure of high vacuum environment in order to minimize the evaporation rate of liquid helium and liquid nitrogen by thermal conductivity and radiant heat. The minimum thickness which can stand against inner and outer pressures is calculated from considering the strength of the material.

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A Study on Fabrication of Inner Structure Plate for Large-area Using Micro Patterned Press Mold (미세패턴 프레스 금형을 이용한 대면적 내부구조재 제작에 관한 연구)

  • Kim, H.J.;Je, T.J.;Choi, D.S.;Kim, B.H.;Huh, B.W.;Seong, D.Y.;Yang, D.Y.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 한국소성가공학회 2006년도 제5회 박판성형 SYMPOSIUM
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    • pp.40-44
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    • 2006
  • Sandwich structures, which are composed of a thick core between two faces, are commonly used in many engineering applications because they combine high stiffness and strength with low weight. Accordingly, the usage of sandwich structure is very widely applied to the aircraft, the automobile and marine industry, etc., because of these advantages. In this paper, we have investigated the buckling protection of an inner structure plate and the useful corrugated configuration for contact, and the fabrication method of the inner structure plate for large area using the continuous molding process. Also, we have guaranteed the accuracy of the molding process through the micro corrugated mold fabrication and secured the accuracy and analyzed aspect properties of the inner structure plate fabricated for a large area using the partial mold process.

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Surface Quality Improvements on the Spherical Shaped Mold using Ball End Milling (볼 엔드밀을 이용한 금형 구면 가공의 표면품질 향상에 관한 연구)

  • Yun, Il-Woo;Hwang, Jong-Dae
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • 제19권3호
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    • pp.71-76
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    • 2020
  • Various machining methods are being studied to improve the processing quality of the spherical R shape in press die. In this paper, we confirmed that changes in machining quality were associated with changes in cutting direction, path, and cutting angle, which are commonly used in the machining of molds. We obtained a surface roughness graph with each condition change in one specimen using an instrument that measured geometry and surface roughness simultaneously. The results of the study showed that the best surface roughness in the finish cut of the spherical surface was obtained using upward pick feed machining.

Applicability of Expansive Additive on Reducing Shrinkage in Ultra-High-Strength-Concrete (팽창재에 의한 초고강도 콘크리트의 수축저감)

  • Seo, Kyong-Won;Baek, Ki-Hyun;Kim, Young-Jin;Kwak, Do-Yeon
    • Magazine of the Korea Concrete Institute
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    • 제21권1호
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    • pp.61-67
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    • 2009
  • 본 연구에서는 초고강도 콘크리트의 자기수축 제어대책으로서 팽창재를 이용하는 경우의 적절한 첨가량 및 유효성에 대하여 확인하였고, 재팽창 현상에 대해서 검토하였다. 그 결과 물시벤트비가 극히 낮은 초고강도 콘크리트의 특성상 과첨가의 경우는 미반응의 팽창재가 잔존하고 재팽창 할 가능성이 있는 것으로 나타났으며 초고강도 콘크리트용의 팽창재로서는 가능한 미수화 팽창재가 잔존하지 않는 팽창재 즉 팽창성능을 충분히 가지면서 수화반응이 빠른 조강성의 비표면적이 큰 팽창재가 바람직한 것을 제안하고 있다.