• Title/Summary/Keyword: Liner material

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Using Acoustic Liner for Fan Noise Reduction in Modern Turbofan Engines

  • Azimi, Mohammadreza;Ommi, Fathollah;Alashti, Naghmeh Jamshidi
    • International Journal of Aeronautical and Space Sciences
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    • v.15 no.1
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    • pp.97-101
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    • 2014
  • With the increase in global air travel, aircraft noise has become a major public issue. In modern aircraft engines, only a small proportion of the air that passes through the whole engine actually goes through the core of the engine, the rest passes around it down the bypass duct. A successful method of reducing noise further, even in ultra-high bypass ratio engines, is to absorb the sound created within the engine. Acoustically absorbent material or acoustic liners have desirable acoustic attenuation properties and thus are commonly used to reduce noise in jet engines. The liners typically are placed upstream and downstream of the rotors (fans) to absorb sound before it propagates out of the inlet and exhaust ducts. Noise attenuation can be dramatically improved by increasing the area over which a noise reducing material is applied and by placing the material closer to the noise source. In this paper we will briefly discuss acoustic liner applications in modern turbofan engines.

Development of Amended Clay Liner for Waste Containment System (매립장의 인공점토차수재 개발에 관한 연구)

  • 신은철;김성환;오영인
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 1997.05a
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    • pp.70-73
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    • 1997
  • Recycling of$\boxUl$ useful industrial waste is highly recommended by the government. Some geotechnical properties such as specific gravity, dry density, unconfined compressive strength, pH. compressibility, permeability were determined to evaluate the feasibility of waste lime use in the landfill as an admixture clay liner. Various types of environmental tests on waste lime were conducted to compare the results with the EPA requirements. Laboratory test results indicate that admixture soil(waste lime/decomposed granite soil) is a promising material its an admixture clay liner in the sanitary landfill.

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Interfacial modulus mapping of layered dental ceramics using nanoindentation

  • Theocharopoulos, Antonios L;Bushby, Andrew J;P'ng, Ken MY;Wilson, Rory M;Tanner, K Elizabeth;Cattel, Michael J
    • The Journal of Advanced Prosthodontics
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    • v.8 no.6
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    • pp.479-488
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    • 2016
  • PURPOSE. The aim of this study was to test the modulus of elasticity (E) across the interfaces of yttria stabilized zirconia (YTZP) / veneer multilayers using nanoindentation. MATERIALS AND METHODS. YTZP core material (KaVo-Everest, Germany) specimens were either coated with a liner (IPS e.max ZirLiner, Ivoclar-Vivadent) (Type-1) or left as-sintered (Type-2) and subsequently veneered with a pressable glass-ceramic (IPS e.max ZirPress, Ivoclar-Vivadent). A $5{\mu}m$ (nominal tip diameter) spherical indenter was used with a UMIS CSIRO 2000 (ASI, Canberra, Australia) nanoindenter system to test E across the exposed and polished interfaces of both specimen types. The multiple point load - partial unload method was used for E determination. All materials used were characterized using Scanning Electron Microscopy (SEM) and X - ray powder diffraction (XRD). E mappings of the areas tested were produced from the nanoindentation data. RESULTS. A significantly (P<.05) lower E value between Type-1 and Type-2 specimens at a distance of $40{\mu}m$ in the veneer material was associated with the liner. XRD and SEM characterization of the zirconia sample showed a fine grained bulk tetragonal phase. IPS e-max ZirPress and IPS e-max ZirLiner materials were characterized as amorphous. CONCLUSION. The liner between the YTZP core and the heat pressed veneer may act as a weak link in this dental multilayer due to its significantly (P<.05) lower E. The present study has shown nanoindentation using spherical indentation and the multiple point load - partial unload method to be reliable predictors of E and useful evaluation tools for layered dental ceramic interfaces.

The Development of LPP Combustor for ESPR

  • Kinoshita, Yasuhiro;Oda, Takeo;Kobayashi, Masayoshi;Ninomiya, Hiroyuki;Kimura, Hideo;Hayashi, Shigeru;Yamada, Hideship;Shimodaira, Kazuo
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2004.03a
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    • pp.453-459
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    • 2004
  • An axially staged combustor equipped with an LPP combustion system and CMC liner walls has been investigated for stable combustion and low NOx emissions for the ESPR project. Several fuel injectors were designed and manufactured for the LPP burner, and single sector combustor tests were conducted to evaluate fundamental combustion characteristics such as emissions, instabilities, auto-ignition, and flash back at typical operating conditions from idle to Mn 2.2 cruise. The latest test results showed that the LPP burner had a good potential for the low NOx target. It was also found that the NOx emission level was greatly affected by a distortion in the air flow velocity field upstream of the LPP burner due to the diffuser and fuel feed arm. The CMC material was investigated to apply for the high temperature and low NOx combustor. Annular combustor liner walls were manufactured with the CMC material, and they have been tested at low pressure conditions to evaluate the soundness of the material and the mounting and seal system. This paper reports the latest research activities on the LPP combustion system and CMC liner walls for the ESPR project.

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Burst Prediction of Hoop Winding Composite Case with Metal Liner (금속라이너를 가진 후프 와인딩 복합재 연소관의 파열예측)

  • Han, Houkseop;Kim, Hyung-kun;Lee, Young-won
    • Journal of the Korean Society of Propulsion Engineers
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    • v.19 no.5
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    • pp.78-83
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    • 2015
  • In the composite case, the first ply failure is considered total failure of the case. When the case is constructed by filament winding over a metal liner, the first ply failure does not necessarily mean total failure of the case. In this study, we compared the results through finite element analysis and burst test to predict the burst pressure of the hybrid case (filament-wound composite case with metal liner). Through it predicts the burst pressure of the hybrid case, we can determine the thickness of the metal liner and composite.

Evaluating the recovering capacity of cracked SRSL in the landfill final cover (SRSL(Self Recovering Sustainable Liner)재의 매립지 최종복토층에서균열 손상 시 치유 능력 검토)

  • Baek, Hyun-Uk;Ha, Min-Ki;Kwon, Oh-Jung;Park, Jun-Boum
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.1412-1419
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    • 2005
  • Preventing the infiltration of rainwater into the landfill site is the main purpose of the final cover in landfill sites. Compacted clay layer or geomembrain have been used as a conventional landfill final cover. But they have several disadvantages when damages might occur due to puncturing, differential settlement and desiccation or freeze and thaw. For this reason, as an alternative method SRSL(Self Recovering Sustainable Liner) has been developed. Adopting the precipitation reaction of two chemical material, by forming precipitates that fill the pores, and lower the overall permeability of the liner. The advantage of this method is that when fracture of the liner occurs the remaining reactants of the two layers form precipitates that fill the fracture and recover the low permeability of the liner. In this study, the recovering ability of the SRSL with a crack due to the seasonal variation or differential settlements was investigated by permeability tests. And in order to estimate the durability of the SRSL after freeze/thaw and desiccation, uniaxial compression strength tests were performed.

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Experimental Study on Engineering Characteristic of the Waste Landfill Soil Admixed Linear (폐기물매립지 토사계 혼합 차수재의 공학적 특성에 대한 실험적 연구)

  • Chang, Yongchai;Kim, Jinchun;Jeong, Ogki
    • Journal of the Korean GEO-environmental Society
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    • v.8 no.1
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    • pp.13-20
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    • 2007
  • Leachates resulting from the waste landfill of waste can possibly cause the second pollution, such as the underground water and environmental pollution. Accordingly, Liner layer has been installed in the reclaimed land of waste to block and purify permeation water to and prevent this second pollution. The material used as Liner layer should have water resistance and be less than permeability coefficient of $1{\times}10^{-7}$ cm/sec. As it is very difficult to get this kind of natural clay with low permeability around the field, the suitable way to get the low permeable material is to use blend with good watertighness by mixing it with natural soil which is spread in the site. While this mixed soil, which can resist water, is commonly used in the site, namely, bentonite and MCG cementious mateiral mixed soil, which is widely used as Liner layer in the reclaimed land of waste, is recognized in Liner and durability. The study was performed to find the effect of additive of the bottom liner in the waste landfill. The aim of this paper is to explain of the field application examples as well as the data of experimental research with the engineering properties of Liner layer of the reclaimed land.

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An Analysis on the Effect of Application on Vibration Isolation Liner of Elevator Guide Rail Bracket (엘리베이터 가이드 레일 브라켓의 방진라이너 적용효과에 관한 분석)

  • Roh, Seung-Kwon;Kim, Eundo;Oh, Jong-Seok;Cho, Jae-Ung
    • Journal of the Korea Convergence Society
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    • v.10 no.8
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    • pp.145-151
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    • 2019
  • In this study, the effects were analyzed by applying the vibration absorption liner into the guide rail bracket as a part of method to reduce the vibration and noise on the high-rise apartment. As the result of vibration absorption liner performance, it was checked that the level of vibration and noise was reduced around 65.49% in the car side and around 90.05% in the counterweight side. Therefore, the vibration absorption effect by the vibration absorption liner of elevator guide rail bracket became fairly good. In case of the vibration absorption liner application, there was an effect on the reduction of 7.26 to 22.22% at hoistway section area, 3,840,000 to 9,780000 KRW at the cost of material and installation by comparing with the damping beam application. Also, in case of the vibration absorption liner application with light weight instead of damping beam with heavy weight, it was thought to become significant effect at preventing the safety from the accidents on installation site.

A Basic Study on Miniature Size Electrostatic Induction Meter (소형(小型) 정전(靜電) 유도형(誘導型) 모터의 기초(基礎) 연구(硏究))

  • Moon, Jae-Duk;Lee, Dong-Hoon
    • Journal of Sensor Science and Technology
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    • v.2 no.1
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    • pp.65-74
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    • 1993
  • A miniature size electrostatic induction motor has been fabricated and studied with emphasis on the role of the surface resistivity, the relative dielectric constant and the charge relaxation time constant of the rotor surface materials and the rotor liner materials, which, however, control the surface charge induction and relaxation on the rotor material surface and the field intensity between the rotor and the stator of the motor. It is found that the surface resistivity and/or the relative dielectric constant, and the charge relaxation time constant of the rotor surface material enfluenced significantly to motor speed controlled by the surface charge induction and relaxation on the rotor surface depending on the applied voltage and/or frequency changing. The resistivity of the rotor liner material is also found to be effected to the motor speed greatly by control of the field intensity between the rotor and the stator and of the surface charge distribution of the induced charge on the rotor. As a result, a maximum no load rotor speed of the motor tested was about 5500 rpm at the applied voltage of 4.5 kV and the frequency of 220 Hz for the case of the rotor surface material of $BaTiO_{3}$ 80% in the resin binder layered on the copper-foil rotor liner material.

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Construction Method of Landfill liner for Leachate Preventing from Waste Sltes (폐기물 매립장 침출수 방지용 차수벽 설치공법)

  • Do, Deok-Hyeon;Yun, Chun-Gyeong;Gong, Gil-Yong
    • Proceedings of the Korean Geotechical Society Conference
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    • 1995.06b
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    • pp.88-116
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    • 1995
  • The applicability of marine clay and banking material as landfill liner and supporting layer was examined, where additives (cement, lime, Mg0, bentonite and ESCA) were mixed with these soils. The mixtures were tested for the unconfined compressive strength, bending strength, permeability, and better results than existing solidifying agents were obtained. The freezing-thawing test is under way.

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