• 제목/요약/키워드: dilatometer

검색결과 120건 처리시간 0.023초

생체재료용 Ti-10Ta-10Nb 합금의 열적 특성 고찰 (Study on the thermal-property of Ti-10Ta-10Nb)

  • 반재삼;이경원;정상원;유영선;조규종
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2003년도 춘계학술대회 논문집
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    • pp.1370-1373
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    • 2003
  • Specimens of Ti-10Ta-10Nb have been tested for Rockwall hardness after heating to either the $\alpha$+$\beta$ and $\beta$-phase field. And the specific heat and the dilatometer of Ti-10Ta-103Nb swaged have been measured. From the result, the $\beta$ transus of the alloy was determined to be 82$0^{\circ}C$. The hot deformation behavior of Ti-10Ta-10Nb with an $\alpha$+$\beta$ microstructure is modeled in the temperature 75$0^{\circ}C$ and strain rate range 0.001-10$^{-1}$

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골재종류가 콘크리트의 열팽창계수에 미치는 영향 (Influencing Factor on Thermal Coefficient of Concrete due to Aggregate Types)

  • 김진철;양성철;김남호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.249-254
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    • 2003
  • The thermal coefficient of concrete is measured using dilatometer (AASHTO TP60) and strain gage. Testing parameters such as six different coarse aggregate types, cycles of warming and cooling, specimen shape and measurement types were investigated to evaluate the influencing factors for thermal coefficient of concrete. According to experimental results, the thermal coefficient of concrete made with crushed aggregate showed 9.2 -10.$\mu\varepsilon/^{\circ}C$, , however recycled coarse aggregate classified type II showed a little increasing in comparison with crushed aggregate. The thermal coefficient of concrete made with recycled aggregate was reduced 0.2-0.4$\mu\varepsilon/^{\circ}C$, under temperature cycles. However, specimen shapes were revealed as mainly affecting factors on the thermal coefficient of concrete. Finally the thermal coefficient value determined by the dilatometer device was shown to be similar to the value from PML 60.

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Effect on the residual stress of cure conditions in an epoxy system

  • 유경희;서상하;김영운;문창권
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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    • pp.233-236
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    • 2006
  • A dilatometer was used to investigate the effect of cure conditions and the presence of filler in an epoxy system. These studies showed shrinkage in the cured epoxy when heating it through the glass transition temperature region. The magnitude of the shrinkage, related to stress build up in the epoxy during curing, was influenced by the processing conditions, filler presence and the nature of the mold used to contain the resin. Cure and cyclic cure at a lower temperature, prior to a post cure, decreased the magnitude of observed shrinkage. Cure shrinkage decreased with number of cyclic cure. Post cured samples outside the mold led to less shrinkage compared with sample in the mold. And sample containing kaolin filler showed less shrinkage than unfilled sample.

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Halobacterium Halobium의 Membrane에서 잉여부피 변화에 관한 연구 (A Study on Change of Excess Volume in Membrane of Holobacterium Holobium)

  • 김기준;이주엽
    • 한국응용과학기술학회지
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    • 제28권2호
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    • pp.247-250
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    • 2011
  • The excess volumes of mixing of benzyl alcohol and halothane in vesicle and in suspensions of several lipids have been determined at $25^{\circ}C$ it using a excess volume dilatometer. The potency of general anesthetics has long been known to correlate with lipid solubility. Denaturations of the vesicle, which is a sole membrane protein in the purple membrane of Halobacteriun Halobium, were studied by absorption changes at 280 nm and fluorescence changes at 330 nm and excess volume dilatometer. The particle size analysis of viscous polymer solutions by diffusional interchange is the key step by measurement. The excess volume of mixing in chitosan was found to be negative, whereas them of purple membrane, Halobacteriun Halobium and red membrane were positive in benzyl alcohol and halothane. This result was confirmed as Miller's supposition.

CPTu와 DMT를 이용한 인천국제공항 해성점토의 공학적 특성연구 (Estimation of Geotechnical Characteristics at of the Marine Clay at Inchon International Airport Marine Clay Using Piezocone and Dilatometer Tests)

  • 김종국;김영웅;최인걸;박영목
    • 한국지반공학회논문집
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    • 제17권2호
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    • pp.41-49
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    • 2001
  • 본 연구에서는 2단계 확정예정부지의 일부 원지반에서 수행된 CPTu(piezocone penetration test)와 DMT(dilatometer) 및 실내시험 결과를 바탕으로 흙의 분류, 비배수전단강도 그리고 압밀계수 등의 공학적 특성을 살펴보았다. CPTu와 DMT를 이용한 흙의 분류 결과, 점토층 사이에 얇게 산재한 샌드심(sand seam)층을 보다 정확하게 판정할 수 있었다. 삼축압축시험의 비배수 강도($S_{u}$ )를 기준으로 산정한 콘계수는 CPTu의 경우 $N_{k}$ =18.2를, DMT의 경우 Roque(1988)의 제안식을 이용한 $N_{c}$=6.35로 추정한 비배수전단강도가 비교적 일치하는 것으로 나타났다. 또한 CPTu와 DMT를 이용한 수평압밀계수는 비교적 근사한 것을 알 수 있었다. 그러나, 해성점토사이에 실트, 샌드심이 존재하는 실트질 지반에서의 수평압밀계수가 연직압밀계수보다 상당히 크며, 압밀계수비($C_{h(Oedo, CPTu, DMT)}$ /$C_{v Oedo}$ )는 4.3~10.2로 큰 차이를 보이고 있다.

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딜라토메터를 이용한 수평압밀계수 추정법의 국내 지반 적용성 평가 (Evaluation of Applicability of Dilatometer Dissipation Test Method for Estimating Horizontal Coefficient of Consolidation in Korean Soft Deposits)

  • 이승래;김영상;성주현
    • 한국지반공학회논문집
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    • 제17권4호
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    • pp.153-160
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    • 2001
  • 딜라토메터를 이용한 현장 수평압밀계수 추정법의 국내 점토지반 및 실트질 지반에의 적용성을 평가하기 위해 국내 점토지반과 실트지반에 대하여 각각 딜라토메터 관입시험 및 소산시험을 수행하였다. 소산시험 결과로부터 DMT-C법 [p$_2$-log t법과 C-√t법]과 DMT-A법을 이용하여 수평압밀계수를 추정하여 상호 비교하였으며 다른 실험방법에서 얻어진 결과들과도 함께 비교하고 평가하였다. 비교대상으로는 동일지반의 현장 피에조콘 소산시험으로 얻어진 수평압밀계수 및 불교란시료에 대하여 수행된 로셀압밀실험 및 일차원 실내압밀실험 결과가 함께 이용되었다. 연구결과 C-√t법을 제외한 p$_2$-log t법과 DMT-A법은 국내 점토지반에 대하여 상호일치하는 결과를 줄 뿐 아니라 피에조콘 결과와도 비교적 잘 일치하는 수평 압밀계수를 측정하였으며 다른 결과와 비교할 때 신뢰성 있는 결과를 주었다. 그러나 실트질 지반에 대하여는 p$_2$-log t법만이 적용 가능할 것으로 판단된다.

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Effect on the Residual Stress of Cure Profiles, Fillers and Mold Constraints in an Epoxy System

  • Moon, Chang-Kwon;Nam, Ki-Woo
    • 한국해양공학회지
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    • 제23권4호
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    • pp.1-5
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    • 2009
  • A dilatometer was used to investigate the effect of cure conditions, mold types and the presence of filler in an epoxy system. These studies showed shrinkage in the cured epoxy when heating it through the glass transition temperature region. The magnitude of the shrinkage, related to stress build up in the epoxy during curing, was influenced by the processing conditions, filler presence and the nature of the mold used to contain the resin. Cure and cyclic cure at a lower temperature, prior to a post cure, decreased the magnitude of observed shrinkage. Cure shrinkage decreased with the number of cyclic cures. Post cured samples outside the mold led to less shrinkage compared with samples in the mold. Sample cured in a silicon mold represented less shrinkage than sample cured in an aluminum mold. Sample containing kaolin filler showed less shrinkage than unfilled sample.