• Title/Summary/Keyword: composit

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Mechanical properties of composite resins for dental restorative (치과 수복재용 복합레진의 기계적 물성에 대한 연구)

  • Ryu, Ho-Nam;Lee, Kwang-Rae
    • Journal of Industrial Technology
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    • v.35
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    • pp.31-34
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    • 2015
  • The purpose of the study was to investigate the mechanical properties (diametral tensile strength, flexural strength, compressive strength, Vickers hardness) of 4 kinds of composit resins; Bis-GMA based composit, Bis-EMA based composit, Bis-GMA/UDMA based composit, and Bis-EMA/UDMA based composit, The composit resin based Bis-GMA showed stronger mechanical properties than Bis-EMA. It was found that the addition of UDMA to both Bis-GMA based composit and Bis-EMA based composit highly improved mechanical properties. However, the mechanical properties of the composit resins prepared in this study were lower than those of the commercialized products in market(Charmfil flow(Denkist), Quadrant flow(CAVEX)), since the composit resins prepared in this study has much lower inorganic filler content of 43wt% comparing with 50~70wt% inorganic filler content of the commercialized products.

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Physical properties of composite resins for dental restorative (치과 수복재용 복합레진의 물리적 특성에 대한 연구)

  • Kim, Ji Yeob;Lee, Kwang-Rae
    • Journal of Industrial Technology
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    • v.35
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    • pp.35-39
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    • 2015
  • One of the purposes of the study was to investigate and compare the physical properties(depth of light cure, degree of conversion, water absorption) of 4 kinds of composit resins prepared in this lab; Bis-GMA based, Bis-EMA based, Bis-GMA/UDMA based, and Bis-EMA/UDMA based composit. Another aim was to compare the physical properties of the composit resins with those of the commercialized products(Charmfil flow(Denkist), Quadrant flow(CAVEX)) in market. All of the composit resins and the commercialized products showed almost same values of the physical properties. It was found that all of the composit resins prepared in this lab satisfied the physical properties specified in ISO 4049.

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Analytical Study for Improving the Fire Resistance of Composite Beam depend on Section Change (합성보의 단면변경을 통한 내화성능 향상에 관한 해석 연구)

  • Park, Soo-Young;Kim, Hyung-Jun;Hong, Kap-Pyo
    • Fire Science and Engineering
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    • v.25 no.2
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    • pp.80-87
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    • 2011
  • On the result of load-bearing fire test to confirm the fire resistance of a composit beam, if the composit beam has lower fire resistance than required standard, it can be improved by section change. But if there are many types of section change, it takes much time and cost owing to conducting many tests. On this study, it was confirmed which part of the asymmetric H-section composit beam affected most on fire resistance by heat-transfer analysis. Then, we checked the tendency of improving fire resistance depend on section change by heat-transfer and non-linear structural analysis and suggested a changed section having 1-hour fire resistance.

Study for Natural Frequency of Offshore Wind Turbine Tower (해상 풍력 발전용 Tower의 고유 진동 해석에 관한 연구)

  • Won, Jong-Bum;Lee, Kang-Su;Son, Choong-Yul
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2006.05a
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    • pp.1296-1301
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    • 2006
  • The Object of this paper which study for natural frequency of Offshore Wind Turbine Tower with Composite Material and Steel. The Composit Material Tower consist of shell type and stiffened shell type which is made by the method of Filament Winding. And the component of Composite material is used by the Roving RS220PE-535. The Steel Material Tower consist of shell type and stiffened shell type which is made of Mild steel. The Type of Stiffener is hats. This paper compare the Composit Material Offshore Wind Turbine Tower with the Steel Material Offshore wind Turbine Tower and study for Natural Frequency and Mode Shapes.

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Analysis of Residents' Satisfaction for the Pedestrian Space of Multi-family Housing (공동주택단지 보행공간의 주민만족도 분석)

  • Kim, Cheol-Su;Kim, Hyo-Jun
    • Journal of the Korean housing association
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    • v.22 no.2
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    • pp.83-90
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    • 2011
  • This research analyzes the residents' satisfaction for the pedestrian space of multi-family housing based on quality index. For this purpose, nine apartment complexes which were built after 2000, are selected and examined by user characteristics of composition factors of pedestrian space. This research also compares residents' satisfaction by evaluation factors of walking environment. The resident survey reveals that the composit type of apartment gives the highest satisfaction to residents followed by a courtyard type, and a straight type the last. In particular, residents show high satisfaction to pedestrian-only space in the case of the composit type of apartment building. The most important factor of walking environment on residential satisfaction is the separation of car and pedestrian path of main entrance. Above all, suitability of construction laws and regulations should be reviewed for safer and more amenable walking environment.

Health Monitoring of Composit Structures by using the Time-Reversal (탄성파의 시간-역전현상을 이용한 복합평판의 손상진단)

  • Go, Han-Suk;Lee, U-Sik
    • Proceedings of the KSR Conference
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    • 2008.11b
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    • pp.1397-1402
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    • 2008
  • In this paper, damage detection method by using the time reversal is developed to detect damage on composit structures. The time reversal was investigated for direct root between PZT and PZT, but in case of a circular PZT, lamb wave moves not only along the direct root but also another roots. The center frequency of lamb wave is kept when the lamb waves are reflected from damage. This paper presents experimental and theoretical results for the new structural health monitoring method by above features of lamb wave, and we can increase accuracy of the new structural health monitoring method by using STFT(Short Time Fourier Transform).

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Evalution of Earthquake Resistance capacity of Semi-rigid Mid/Low-rise Steel Frame using Composite Panel (복합소재패널을 이용한 반강접 중저층 강골조의 내진성능평가)

  • Chang, Chun-Ho;Lee, Taek-Woo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.11 no.5
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    • pp.1805-1813
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    • 2010
  • This paper presented regarding an parametric study to investigate seismic capacity evaluation of semi-rigid steel frame infilled with composit panel. In order to propose the optimum retrofit of the steel frame, we analysed the various pattern of retrofitted steel frame subjected to weak/medium earthquake. Steel frame with composit panel was analysed by Time history analyses analysis. The model were analysed using the suites of ground motion developed by NEHRP project on steel moment resisting frame. These earthquakes consist of 20 horizontal ground acceleration record each, i.e., a 10%, 50% probability of accidence in a 50 year period. We considered the semi-rigid connection which are commonly used in field, and modeled the nonlinear connection element (GAP) between panel and frame. It was shown that how is the steel frame with composit panel effected. We also examined the response of retrofitted frame.