• Title/Summary/Keyword: Vacuum Consolidation

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Micro-mechanical Modeling of the Consolidation Processes in Titanium Metal Matrix Composites (티타늄금속기 복합재료의 강화공정에 관한 미시역학적 모델링)

  • 김준완;김태원
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2002.05a
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    • pp.207-210
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    • 2002
  • Metal matrix composites(MMCs) are increasingly attractive for high technology components such as aerospace applications and transportations due to their high strength, stiffness, and toughness. Many processes for fabricating MMCs have been developed, and relatively simple Foil-Fiber-Foil method is usually employed in solid state consolidation processes. During the consolidation processes at high temperature, densification occurs by the inelastic flow of the matrix materials, and the process is coupled with the conditions of pressure, temperature and volume fraction of fiber and matrix materials. This is particularly important in titanium matrix composites, and thus a generic model based on micro-mechanical approaches enabling the evolution of density over time to be predicted has been developed. The mode developed is then implemented into FEM so that practical process simulation has been carried out. Further the experimental investigation of the consolidation behavior of SiC/Ti-6Al-4V composites using vacuum hot pressing has been performed, and the results obtained are compared with the model predictions.

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Analysis of Consolidation Behavior for Dredged Clay with Horizontal Drains (수평배수재가 설치된 준설매립 점토의 압밀 거동 해석)

  • 김수삼;장연수;박정순;오세웅
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.11a
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    • pp.641-648
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    • 2000
  • The horizontal drain method by installing drains horizontally in the ground is often used to expedite the dispersion of pore water and to increase the strength of dredged soft clay under the action of gravity or vacuum. In this study a numerical analysis method is developed to predict the consolidation process of soft ground with horizontal drains. One-dimensional self-weight consolidation theory is extended tn three-dimensions] theory with appropriate boundary conditions of horizontal drains. In the condition of pore water drainage by gravity, the behavior of the dredged clay with horizontal drains is compared with that of the clay without drains. The influence of design factors of drains on consolidation process is also analyzed.

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Crystallinity and Mechanical Properties of Glass Fiber Reinforced Thermoplastic Composites by Rapid Press Consolidation Technique (Consolidation 방법에 의해 제작된 유리섬유강화 복합재료의 결정성과 기계적성질에 관한 연구)

  • Shin, Ick-Jae;Kim, Dong-Young;Lee, Dong-Joo
    • Proceedings of the KSME Conference
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    • 2000.04a
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    • pp.91-96
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    • 2000
  • Glass fiber reinforced thermoplastic composites were manufactured by Rapid Press Consolidation Technique(RPCT) as functions of temperature, pressure and time in pre-heating, consolidation and solidification sections during the manufacturing processing. It was found that the material property is greatly affected by pre-heating temperature under vacuum, mold temperature and molding pressure. Among them, the temperature In the mold was the most critical factor in determining the mechanical properties and the molded conditions of specimen. The crystallinity of PET matrix was also investigated by differential scanning calorimetry(DSC) measurements for various processing conditions. The level of crystallinity($X_c$) depended strongly on the mold temperature, cooling rate and the type of composite. The difference in $X_c$ is believed to be one of important factors in characterizing the mechanical properties.

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The Consolidation Characteristics of Soft Clay by Stepped Vacuum Pressure in Individual Vacuum Method (개별진공압밀공법이 적용된 점성토의 단계진공압에 따른 압밀특성)

  • Han, Sang-Jae;Kim, Jong-Seok;Kim, Byung-Il;Kim, Do-Hyung
    • Journal of the Korean Geotechnical Society
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    • v.28 no.11
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    • pp.41-52
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    • 2012
  • Suction drain method can directly apply vacuum pressure to the soft ground through vertical drains so it can make hardening zones around them. These hardening zones make steeply lower the discharge efficiency of the pore water with decreasing permeability. This paper considered a stepped vacuum pressure to minimize a hardening zone which is one of the important parameters that can decrease discharge efficiency. A series of laboratory tests were conducted in order to examine the effect of the hardening zones and to evaluate their effects to the ground improvements with varying durations which applied stepped vacuum pressures(-20kPa, -40kPa, -60kPa and -80kPa) with Busan marine clay. According to strength(CPT), water content test and theoretical investigation indicate a size of the hardening zone within 7cm and the decreasing ratio of permeability about 2.0~4.0. Also, the total settlements are larger for the stepped vacuum pressure than the instant vacuum loading. The application time with vacuum pressure is determined considering the geotechnical properties of the interested clays. Results of numerical analysis show that consolidation behavior is appropriate to measurement for considering hardening zones.

A Study on the Tensile Strength of Glass Woven Fiber Reinforced PET Composites (직조유리섬유강화 PET수지 복합체의 인장특성에 관한 연구)

  • 김홍건;최창용
    • Transactions of the Korean Society of Machine Tool Engineers
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    • v.12 no.1
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    • pp.45-49
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    • 2003
  • Tensile strength of the woven glass fiber reinforced PET (Poly-Ethylene-Terephthalate) matrix composite manufactured by rapid press consolidation technique was investigated and evaluated. During pre-heating, consolidation and solidification stages, the optimal manufacturing conditions for this composite were discussed based on the void content and tensile properties depending on vacuum condition. It is found that the effect of vacuum condition during preheating gives a substantial difference on the strength as well as microstructure. It is also found that the failure micromechanism shows several energy absorption processes enhancing fracture toughness.

A Study on the Micro-mechanical Characteristics of Vacuum Hot Pressed Titanium Metal Matrix Composites (고온진공가압 티타늄 금속기 복합재료의 미시-기계적 특성에 관한 연구)

  • 하태준;김태원
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2003.10a
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    • pp.207-210
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    • 2003
  • Vacuum hot pressing has been used for the development of Ti-MMCs using foil-fiber-foil method, and subsequent micro-mechanical characteristics of the composites are evaluated by means of several experimental processes. As shown by the results, fiber strength degradation occurs during the consolidation, and particularly residual stresses results from the thermal expansion mismatch between fiber and matrix materials during cooling process are incorporated in the changes of mechanical properties of the composites. In industrial applications, the processing conditions avoiding micro-material failures are important together with the properties of finished products, and therefore should be included in the assesment of the material characterization.

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The Effects of Negative Pressure on Horizontal Drain Method (수명배수공법에 있어서 부압의 영향에 관한 실험적 연구)

  • 김정기;김지용;정승용;김수삼
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.03a
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    • pp.551-558
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    • 2001
  • The horizontal drain method is one of methods improving reclamation ground. This method reduces consolidation time by using drained installed horizontally, and negative pressure is applied on end of these drains by vacuum pump. But, effective negative pressure still wasn't evaluated in applying this method to reclamation ground. To estimate optimum negative pressure, soil box test that make a model the in-situ by installing horizontal drains in the center is performed pressing different vacuum pressure In the laboratory, and the variations in settlement and volume of drained water through the drains during consolidation process were measured. Also, water content with distance from drain and with depth is measured after the test.

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Mg-Y-Cu Bulk Metallic Glass Obtained by Mechanical Alloying and Powder Consolidation

  • Lee, P.Y.;Hsu, C.F.;Wang, C.C.
    • Proceedings of the Korean Powder Metallurgy Institute Conference
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    • 2006.09b
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    • pp.950-951
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    • 2006
  • [ $Mg_{55}Y_{15}Cu_{30}$ ] metallic glass powders were prepared by the mechanical alloying of pure Mg, Y, and Cu after 10 h of milling. The thermal stability of these $Mg_{55}Y_{15}Cu_{30}$ amorphous powders was investigated using the differential scanning calorimeter (DSC). $T_g$, $T_x$, and ${\Delta}T_x$ are 442 K, 478 K, and 36 K, respectively. The as-milled $Mg_{55}Y_{15}Cu_{30}$ powders were then consolidated by vacuum hot pressing into disk compacts with a diameter and thickness of 10 mm and 1 mm, respectively. This yielded bulk $Mg_{55}Y_{15}Cu_{30}$ metallic glass with nanocrystalline precipitates homogeneously embedded in a highly dense glassy matrix. The pressure applied during consolidation can enhance thermal stability and prolong the existence of amorphous phase within $Mg_{55}Y_{15}Cu_{30}$ powders.

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Consolidation of Binderless and Low-Binder WC hardmetal by Vacuum Sintering (진공 소결공정에 의한 고밀도 바인더리스 및 극저바인더 초경합금의 제조)

  • Min, Byoung-June;Park, Young-Ho;Lee, Gil-Geun;Ha, Gook-Hyeon
    • Journal of Powder Materials
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    • v.14 no.5
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    • pp.315-319
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    • 2007
  • Pure WC or WC with low Co concentration less than 0.5 wt.% is studied to fabricate high density WC/Co cemented carbide using vacuum sintering and post HIP process. Considering the high melting point of WC, it is difficult to consolidate it without the use of Co as binder. In this study, the effect of lower Co addition on the microstructure and mechanical properties evolution of WC/CO was investigated. By HIP process after vacuum sintering, hardness and density was sharply increased. The hardness values was $2,800kgf/mm^2$ using binderless WC.

A Study on the Consolidation Analysis of Hydraulic Fills Applying Lateral Vacuum Consolidation Method (수평진공배수공법이 적용된 준설매립지반의 압밀 해석에 관한 연구)

  • Lee, Song;Kang, Myoung-Chan;Kim, Heung-Seok
    • Journal of the Korean Geotechnical Society
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    • v.17 no.4
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    • pp.209-220
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    • 2001
  • 준설매립지반 표층강도증진을 위한 수평진공배수공법 적용시의 압밀현상 예측을 위한 연구를 수행하였다. 초연약지반에 수평배수재와 진공압을 이용하여 수평진공배수 공법을 적용할 경우, 배수재 부근에서 3차원적 배수특성과 넓은 범위의 유효응력의 변화, 지반의 압축성 및 투수성이 크게 변화하게 된다. 이를 위하여 3차원 배수특성과 다양한 경계조건, 부의 간극수압 발생을 통한 유효응력의 증가, 유효응력에 따른 압축성과 투수성의 비선형성을 포함할 수 있도록 기존의 3차원 압밀 지배방정식을 확장 유도하였고, 유효응력-간극비-투수계수의 관계를 누승형태의 함수로 표현하여 사용하였다. 해석기법의 타당성을 검증하기 위하여 실내에서 수행된 대형 토조실험 결과를 모델링하여 좋은 일치를 확인하였고, 이를 바탕으로 수평진공배수공법 적용시의 압밀효과에 대한 분석결과 드레인이 타설된 상부지반에서는 균등한 개량효과의 결과를, 하부의 미개량 지반에서는 자중압밀에 의한 압밀효과를 확인할 수 있었으며 배수재의 수평타설 간격에 따른 압밀효과 분석을 통하여 적정 배수재 설치간격의 범위를 확인하였다.

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