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        검색결과 5

        2.
        1991.08 KCI 등재 SCOPUS 구독 인증기관 무료, 개인회원 유료
        ZnO-Bi2O3-CoO-Sb2O3와 ZnO-Bi2O3-CoO-Sb2O3-Cr2O3계에서 미세구조 변화 및 전기적 특성에 미치는 개재물의 영향을 조사하였다. 소결동안에 ZnO입자 성장은 스피넬 입자들에 의해 제어되었으며, 스피넬 입자들의 양의 증가에 의해 입자성장은 감소하였다. Cr2O3(0.5mol%)의 첨가는 비직선성지수에는 큰 영향을 미치지 못하였으며 임계전압(breakdown voltage)을 증가시켰다. 계산에 의해 구한 장벽전압은 ZnO-Bi2O3-CoO-Sb2O3와 ZnO-Bi2O3-CoO-Sb2O3-Cr2O3 계에서 각각 3.1V와 2.9V이었다.
        4,000원
        3.
        2017.09 서비스 종료(열람 제한)
        The purpose of this study is determining the effects of flexural behavior of aramid fibers in ultra high performance concrete. The 10 kinds of aramid fibers with different length, diameter and twisting were used. The flexural behavior was determined by bending tests on specimens, which was prepared by mixing 1 % of volume fractions of aramid fibers into ultra high performance concrete mortar. Consequently, the load-displacement relationship curves were obtained by using the test results for each kinds of aramid. While the specimen that contains the small diameter of aramid fiber gives the strong flexural strength due to large contact area between the fiber and concrete matrix, that specimen by small diameter of aramid fiber does not guarantee the ductile behavior of specimen like the steel fiber. But the length and twisting of aramid fiber gives the ductile behavior of ultra high performance concrete flexural specimen.
        4.
        2017.09 서비스 종료(열람 제한)
        The load-deflection curve and neutral axis changing curve, which were drawn by data from tests were analyzed. Both of steel fiber and reinforcing bar habe effect to induce the behavior of segmental U-shaped girder. The combination of 0.7% or 1.0% steel fiber and reinforcing bar sowed the effective ductle behavior of segmental U-shaped girder. The relationship of load-deflection and the crack pattern indicate that the appropriate combination are UFS1.0 and CFS1.0
        5.
        2017.09 서비스 종료(열람 제한)
        After the application of the formuar for the reinforcement index to the behavior of the UHPFRC box girders, reinforcement index does not determine the characteristic of behavior of UHPFRC box girder exactly. So the index should consider the dimension precisely and reference value corresponding to the 0.005 strain of the prestressing strands.