• 제목/요약/키워드: Coarse-grained material

검색결과 51건 처리시간 0.026초

저주파수 TRL 탐촉자를 이용한 Cast Stainless Steel 배관 용접부 초음파탐상기법 (UT Inspection Technique of Cast Stainless Steel Piping Welds Using Low Frequency TRL UT Probe)

  • 신건철;장희준;전영철;노익준;이동진
    • 한국압력기기공학회 논문집
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    • 제6권1호
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    • pp.29-36
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    • 2010
  • Ultrasonic inspection of heavy walled cast austenitic stainless steel(CASS)welds is very difficult due to complex and coarse grained structure of CASS material. The large size of anisotropic grain strongly affects the propagation of ultrasound by severe attenuation, change in velocity, and scattering of ultrasonic energy. therefore, the signal patterns originated from flaws can be difficult to distinguish from scattered signals. To improve detection and sizing capability of ID connected defect for heavy walled CASS piping welds, the low frequency segmented TRL Pulse Echo and Phased Array probe has been developed. The experimental studies have been performed using CASS pipe mock-up block containing artificial reflectors(ID connected EDM notch). The automatic pulse echo and phase array technique is applied the detection and the length sizing of the ID connected artificial reflectors and the results for detection and sizing has been compared respectively. The goal of this study is to assess a newly developed ultrasonic probe to improve the detection ability and the sizing of the crack in coarse-grained CASS components.

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CrMoV 터빈로터강에서 모의 열영향부 시험편을 이용한 재열균열 민감도평가 (Evaluation of Reheat Cracking Susceptibility with Simulated Heat Affected Zones in Cr-Mo-V Turbine Rotor Steel)

  • 김광수
    • Journal of Welding and Joining
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    • 제13권1호
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    • pp.89-102
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    • 1995
  • The evaluation of reheat cracking susceptibility in CrMoV turbine rotor steel was performed using thermally simulated heat affected zones. The examinations were carried out in terms of microstructural characterization, microhardness measurement and a Charpy type notch opening three point bend test. It was found that reheat cracking susceptibility increased as the peak temperature increased. This effect was due to the combined effects of the carbide dissolution and unrestricted grain growth at 1350.deg. C peak temperature. Reheat cracking susceptibility was estimated based on microhardness measurement and prior austenite grain size. It was established that for this particular material, reheat cracking in coarse grained heat affected zone can be eliminated if the microhardness is below about 360DPH and the grain size is below about 30.mu.m. It is evident that reheat cracking susceptibility can be eliminated or reduced by carefully controlling the welding parameters such that a refined structure is produced in the coarse grained heat affected zone.

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시험밀도에 따른 조립재료의 전단강도 특성 (Characteristics of Shear Strength of Coarse Grained Materials Depending on Experimental Densities)

  • 김경열;이대수;홍성연;오기대
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.854-859
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    • 2006
  • The density of coarse grained materials which is used in rock-fill dam or the piling the ground are used as $1.85\sim2.10g/cm^3$. Hereupon, the effect of variation of density on shear strength of ones was analyzed from the results of large scale shear test. The sample for the test was obtained from the local quarry sites. The test conditions are that density(1.85 versus $2.10g/cm^3$), material size range$(76.3\sim2.0\;mm)$, water content(air dry condition) and uniformity coefficient(5.0) Test result shows that the shear strength of $2.10g/cm^3$ is relatively larger than that of $1.85g/cm^3$.

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나노구조재료의 소성변형 성질의 변형률속도 의존성 (Strain Rate Dependence of Plastic Deformation Properties of Nanostructured Materials)

  • 윤승채;김형섭
    • 소성∙가공
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    • 제14권1호
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    • pp.65-70
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    • 2005
  • A phase mixture model was employed to simulate the deformation behaviour of metallic materials covering a wide grain size range from micrometer to nanometer scale. In this model a polycrystalline material is treated as a mixture of two phases: grain interior phase whose plastic deformation is governed by dislocation and diffusion mechanisms and grain boundary 'phase' whose plastic flow is controlled by a boundary diffusion mechanism. The main target of this study was the effect of grain size on stress and its strain rate sensitivity as well as on the strain hardening. Conventional Hall-Petch behaviour in coarse grained materials at high strain rates governed by the dislocation glide mechanism was shown to be replaced with inverse Hall-Petch behaviour in ultrafine grained materials at low strain rates, when both phases deform predominantly by diffusion controlled mechanisms. The model predictions are illustrated by examples from literature.

영주저반의 부석심성암체 내에서 공간적 조성변화와 그 성인 (Spatial Compositional Variations and their Origins in the Buseok Pluton, Yeongju Batholith)

  • 황상구
    • 자원환경지질
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    • 제33권2호
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    • pp.147-163
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    • 2000
  • The Buseok pluton in the Yeongju Batholith is a comagmatic plutonic rocks which haveconcentrically compositional zoning. The lithofacies of the Buseok pluton comprise hornblende biotite tonalite in the southern part of the pluton, porphyritic and equigranular biotite granodiorite in the northern part and biotite granite in the north-central part. The compositional variations change gradually with continuity both within and between the lithofacies. The concentrically zoned pattern is relatively mafic rocks composed of high-temperature mineral assemblages in margin of the southern part, passing inward and northward gradually to more felsic rock in core of the north-central part. Changes in the textures and microstructures, as well as in the mineral content, take place between rock types of the plutons. Darker colored, generally coarse-grained, well foliated tonalite pass inward to light colored, coarse-grained, poorly foliated granodiorite, and finally give way to lighter colored, medium-grained, nearly nonfoliated granite. The foliation are best developed in the marginal part of the tonalite. Here, the regional myolitic foliation in the tonalite is steep northward and parallels to its southeastern contact with the country rock, but the magmatic foliation from disc-shaped mafic microgranitoid enclaves is subvertical and parallels the contacts with the country rock. As the tonalite approaches biotite granite in composition, the foliation is indistinct. Modal and chemical data for the pluton show quantitative compositional variation from the margin of the southern part to the core of the north-central part. Quartz and K-feldspar increase toward the core of the pluton, whereas hornblende, biotite and color index decrease. /Abundances of $SiO_2$and $K_2O$$_2$O increase toward the core according to the variation in quartz and K-feldspar, whereas those of MnO, CaO, $TiO_2$, $Fe_2O_3$, MgO and $P_2O_5$ decrease corresponding to the variation in mafic and accessaries. The compositional zonation resulted from fractional crystallization involving downward settling of earlier crystals, accompanied by upward movement of melt and volatiles, and followed by accessary marginal accretion of crystalline material in the magma to the marginal part. Although a little crustal contamination by the wall rock is recognized from the isotope data, the contamination is not only dominated over but also appropriate for forming the compositional variation in the pluton.

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미세 결정립 Ti-6Al-2Sn-4Zr-2Mo-0.1Si 합금의 저온 초소성 변형 거동 (Low-Temperature Superplastic Deformation Behavior of Fine-Grained Ti-6Al-2Sn-4Zr-2Mo-0.1Si Alloy)

  • 박찬희;이병갑;이종수
    • 소성∙가공
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    • 제18권7호
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    • pp.544-549
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    • 2009
  • This study aimed to elucidate the deformation mechanism during low-temperature superplasticity of fine-grained Ti-6Al-2Sn-4Zr-2Mo-0.1Si alloy in the context of constitutive equation. For this purpose, initial coarse equiaxed microstructure was refined to $2.2{\mu}m$ via dynamic globularization. Globularized microstructure exhibited large superplastic elongations(434-826%) at temperatures of $650-750^{\circ}C$ and strain rate of $10^{-4}s^{-1}$. It was found that the main deformation mechanism of fine-grained material was grain boundary sliding accommodated by dislocation motion with both stress exponent (n) and grain size exponent (p) values of 2. When the alpha grain size, not sub-grain size, was considered to be an effective grain size, the apparent activation energy for low-temperature superplasticity of the present alloy(169kJ/mol) was closed to that of Ti-6Al-4V alloy(160kJ/mol).

Geotechnical properties of tire-sand mixtures as backfill material for buried pipe installations

  • Terzi, Niyazi U.;Erenson, C.;Selcuk, Murat E.
    • Geomechanics and Engineering
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    • 제9권4호
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    • pp.447-464
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    • 2015
  • Millions of scrap tires are discarded annually in Turkey. The bulk of which are currently landfilled or stockpiled. These tires consume valuable landfill space or if improperly disposed, create a fire hazard and provide a prolific breeding ground for rats and mosquitoes. Used tires pose both a serious public and environmental health problem which means that economically feasible alternatives for scrap tire disposal must be found. Some of the current uses of scrap tires are tire-derived fuel, creating barrier reefs and as an asphalt additive in the form of crumb rubber. However, there is a much need for the development of additional uses for scrap tires. One development the creation of shreds from scrap tires that are coarse grained, free draining and have a low compacted density thus offering significant advantages for use as lightweight subgrade fill and backfill material. This paper reports a comprehensive laboratory study that was performed to evaluate the use of a shredded tire-sand mixture as a backfill material in trench conditions. A steel frame test tank with glass walls was created to replicate a classical trench section in field conditions. The results of the test demonstrated that shredded tires mixed with sand have a definite potential to be effectively used as backfill material for buried pipe installations.

석탄재와 조립 석회석을 적용한 시멘트 클링커의 시멘트 광물생성량과 미세구조의 화학성분 분포 고찰 (Consideration of Cement Mineral Production Amount and Microstructure Chemical Distribution of Cement Clinker Using Coal Ash and Coarse Limestone)

  • 유동우;권성구;오민석;이석제
    • 한국건설순환자원학회논문집
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    • 제11권4호
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    • pp.364-372
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    • 2023
  • 본 연구에서는 시멘트 클링커의 소성 원료로서 조립의 석회석과 가공하지 않은 석탄재를 적용하여 시멘트 클링커의 미세구조 및 화학성분의 분포를 비교 고찰하였다. 시멘트 클링커의 원료로서 조립의 석회석을 적용한 시료는 시약급 원료를 사용한 시료에 비하여 소성성의 저하가 나타났으며, 석탄재를 적용한 시료에서는 소성성이 일부 증가하는 경향이 나타났다. 조립의 석회석과 석탄재를 적용한 시료에서 1350 ℃에서 Belite의 생성이 높게 나타났으며, 1350~1450 ℃의 구간에서 Belite에서 Alite로의 전환율이 높게 나타났다. 석탄재를 적용한 시료에서 1350~1450 ℃ 구간에서 간극상의 생성이 안정적으로 나타났다. 1350~1450 ℃로 소성된 시멘트 클링커의 미세구조 및 화학성분 분포는 모든 시료가 잘 발달 된 칼슘실리케이트상과 간극상이 명확하게 구분되는 형태 및 성분분포를 나타내었다.

나노금속재료의 인장불안정에 대한 모델링 (Modelling the Tensile Instability of Nanocrystalline Metallic Materials)

  • 김형섭
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2001년도 추계학술대회 논문집
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    • pp.251-254
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    • 2001
  • In this paper, the effect of grain refinement on room temperature ductility of copper was addressed. Recent experimental results have shown that this material, as well as a number of other single-phase metals that are ductile when coarse-grained, loose their ductility with decreasing grain size in the sub micrometer range. A recently developed model in which such materials are considered as effectively two-phase ones (with the grain boundaries treated as a linearly viscous second phase) was applied to analyze stability of Cu against ductile necking. As a basis, Hart's stability analysis that accounts for strain rate sensitivity effects was used. The results confirm the observed trend for reduction of ductility with decreasing grain size. The model can be applied to predicting the grain size dependence of ductility of other metallic materials as well.

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계측자료를 이용한 중심코어형 석괴댐의 장기침하량 예측 (Long-term Settlement Prediction of Center-cored Rockfill Dam using Measured Data)

  • 이충원;김용성
    • 한국지반환경공학회 논문집
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    • 제15권11호
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    • pp.21-27
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    • 2014
  • 본 연구에서는 37개의 CCRD에 대한 계측자료(46개 지점)를 통해 댐 축조단계에서 얻어지는 계측자료를 이용하여 담수 후 댐의 정부침하량 및 내부침하량 예측기법을 제안하였다. 전체 데이터에 대한 분석 결과, 담수 후 시간경과에 따라 정부침하량이 함께 증가함이 확인되었으며, 댐 코어의 재료를 조립질과 세립질의 2가지 유형으로 구분한 댐 높이와 시공 중 최대 내부침하량의 관계로부터 조립질 재료를 사용 시의 내부침하량이 다소 크게 평가되었다. 또한 내부침하량은 댐 높이에 비례하여 증가하였으며, 댐 코어로서 세립질 재료를 사용하는 경우의 정부침하량이 상대적으로 크게 평가되었다. 본 연구결과는 향후 CCRD의 설계, 시공, 장기적 유지관리를 위한 유용한 도구가 될 것으로 전망된다.