• 한국재료학회지
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• 제11권1호
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• pp.8-14
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• 2001

Ni기 초내열합금 GTD 111의 미세조직의 변화와 크리프 파단특성에 대해 연구하였다. 조직관찰을 통해 본 합금의 응고거동과 주조 후 응고과정에서 석출거동을 분석하였다. MC탄화물의 생성위치가 $\gamma$/$\gamma$' 상 보다 수지상 중심에서 가까운 것으로 MC탄화물이 $\gamma$/$\gamma$'공정상보다 먼저 응고된 것을 확인할 수 있었다. $\eta$상은 Ti가 많은 $\gamma$'상에서 변태되어 형성되었으며, $\gamma$/$\gamma$'공정상에서 η상으로의 변태에 따라 $\eta$상 근처에 PFZ가 형성되고 PFZ 내부에 TaC가 석출됨을 확인하였다. $871^{\circ}C$이상의 온도에서 크리프 파단은 결정입계를 따라 진행되는 것이 명확하였으며, 표면에서 형성된 균열과 내부에서 생성된 균열이 전파, 조합되어 최종파단을 초래하였다. 결정입계 균열의 생성은 최종응시 형성된 미세공동과 밀접한 관계가 있는 것으로 분석되었으며, $\eta$상과 PFZ는 균열 생성에 큰 영향을 주지 않았다.

• Geomechanics and Engineering
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• 제16권3호
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• pp.273-284
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• 2018

A detailed understanding of the mechanical behaviors for crushed coal rocks after grouting is a key for construction in the broken zones of mining engineering. In this research, experiments of grouting into the crushed coal rock using independently developed test equipment for solving the problem of sampling of crushed coal rocks have been carried out. The application of uniaxial compression was used to approximately simulate the ground stress in real engineering. In combination with the analysis of crack evolution and failure modes for the grouted specimens, the influences of different crushed degrees of coal rock (CDCR) and solidified grout strength (SGS) on the mechanical behavior of grouted specimens under uniaxial compression were investigated. The research demonstrated that first, the UCS of grouted specimens decreased with the decrease in the CDCR at constant SGS (except for the SGS of 12.3 MPa). However, the UCS of grouted specimens for constant CDCR increased when the SGS increased; optimum solidification strengths for grouts between 19.3 and 23.0 MPa were obtained. The elastic moduli of the grouted specimens with different CDCR generally increased with increasing SGS, and the peak axial strain showed a slightly nonlinear decrease with increasing SGS. The supporting effect of the skeleton structure produced by the solidified grouts was increasingly obvious with increasing CDCR and SGS. The possible evolution of internal cracks for the grouted specimens was classified into three stages: (1) cracks initiating along the interfaces between the coal blocks and solidified grouts; (2) cracks initiating and propagating in coal blocks; and (3) cracks continually propagating successively in the interfaces, the coal blocks, and the solidified grouts near the coal blocks. Finally, after the propagation and coalescence of internal cracks through the entire specimens, there were two main failure modes for the failed grouted specimens. These modes included the inclined shear failure occurring in the more crushed coal rock and the splitting failure occurring in the less crushed coal rock. Both modes were different from the single failure mode along the fissure for the fractured coal rock after grouting solidification. However, compared to the brittle failure of intact coal rock, grouting into the different crushed degree coal rocks resulted in ductile deformation after the peak strength for the grouted specimens was attained.

• 자원환경지질
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• 제41권3호
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• pp.275-286
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• 2008

백악기 함평분지 서측에 위치하는 삼보광상은 유문암내에 배태되는 $N10{\sim}20W$ 주향의 함금석영세맥(지자맥)과 선캠브리아기의 편마암 열극을 충진하는 NE 계열의 석영맥(풍자맥.광산맥.풍자지맥)으로 구성된다. 함금석영세맥은 주로 유문암의 미세 열극 따라 단속적인 불규칙상 세맥으로 배태되며, 에렉트럼은 미세 열극을 따라 모암내에서 산점 분포하거나, 세맥내 황철석의 용식 공간에서 정출하는 적철석과 밀접히 공생한다. 함금석영세맥의 광화유체($H_2O/-NaCl$ 계)는 $340{\sim}200^{\circ}C$의 균일화온도 및 <2.7 eq. wt.% NaCl의 염농도를 보인다. 반면 NE 석영맥의 유체($H_2O-NaCl/-CO_2$계)는 $400{\sim}190^{\circ}C$의 균일화 온도 및 <7.9 eq. wt.% NaCl의 염농도를 보인다. 이 두 유체계는 서로 다른 물리화학적 조건을 보이는 반면 공통적으로 초기 비등 이후 혼입의 유체 진화 과정을 보인다. 삼보광상은 백악기 인리형 분지와 관련된 NNW 방향의 인장성 열극 형성과 밀접한 관련을 보이며 각맥별 광화작용은 서로 다른 기원의 광화유체에 의해 진행되었다. 삼보광상에서 산출되는 석영맥, 광석광물, 광화유체에 대한 연구를 종합적으로 검토한 결과 삼보광상의 금광화작용은 성인적으로 백악기 지구조운동에 의한 인리형 분지 형성과 관련된 인장형 열극을 충진한 천열수 광상으로 해석된다.

• 헤리티지:역사와 과학
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• 제36권
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• pp.267-297
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• 2003

The plain coarse pottery from the Unjeonri Bronze Age relic sites in the Cheonan, Korea were studied on the basis of clay mineralogy, geochemistry and archaegeological interpretations. For the research, the potteries are utilized at the analysis for 6 pieces of plain coarse potteries. Color of the these potteries are mainly light brown, partly shows the yellowish brown to reddish brown. The interior, surface and inside of the pottery appear as different colors in any cases. Original source materials making the Unjeonri potteries are used of mainly sandy clay soil with extreme coarse grained irregularly quartz and feldspar. The magnetic susceptibility of the Unjeonri pottery range from 0.20 to 1.20. And the Unjeonri soil's magnetic susceptibility agree almost with 0.20 to 1.30. In the same magnetization of soil and pottery, the results revealed that the Unjeonri soil and low material of pottery are same produced by identical source materials. The Unjeonri potteries and soil are very similar patterns with all characteristics of soil mineralogy, geochemical evolution trend. The result seems to be same relationships between the behavior and enrichment patterns on the basis of a compatible and a incompatible elements. Consequently, the Unjeonri potteries suggest that made the soil to be distributed in the circumstance of the relic sites as the raw material are high in a greater part. In the Unjeonri soil, the kaolinite is common occurred minerals. However, in the Unjeonri pottery, the kaolinite was not detected in all broken pieces. The kaolinite was presumed to destroy crystal structure during the firing processes of over $550^{\circ}C$. The quartz is phase transition from ${\alpha}$-quartz to ${\beta}$-quartz at $573^{\circ}C$, but the Unjeonri pottery did not investigated any phase transition evidences of quartz. The chorite was detected within the mostly potteries and soils. As the results, the Unjeonri potteries can be interpreted by not experiencing a firing temperature over $800^{\circ}C$. The colloidal and cementing materials between the quartz and low materials during the heating did not exist in the internal part of the potteries. An any secondary compounds by heating does not appear within the crack to happen during the dry of the pottery. The hyphae group are kept as it is with the root tissue of an organic matters to live in the swampy land. In the syntheses of all results, the general firing condition to bake and make the Unjeonri pottery is presumed from $550^{\circ}C$ to $800^{\circ}C$. However, the firing condition making the Unjeonri pottery can be different firing temperature partially in one pottery. Even, the some part of the pottery does not take a direct influence on the fire.

• Computers and Concrete
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• 제16권6호
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• pp.933-961
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• 2015

Damage by high-speed impact fracture is a dominant mode of failure in several applications of concrete structures. Numerical modelling can play a crucial role in understanding and predicting complex fracture processes. The commonly used mesh-based Finite Element Method has difficulties in accurately modelling the high deformation and disintegration associated with fracture, as this often distorts the mesh. Even with careful re-meshing FEM often fails to handle extreme deformations and results in poor accuracy. Moreover, simulating the mechanism of fragmentation requires detachment of elements along their boundaries, and this needs a fine mesh to allow the natural propagation of damage/cracks. Smoothed Particle Hydrodynamics (SPH) is an alternative particle based (mesh-less) Lagrangian method that is particularly suitable for analysing fracture because of its capability to model large deformation and to track free surfaces generated due to fracturing. Here we demonstrate the capabilities of SPH for predicting brittle fracture by studying a slender concrete structure (column) under the impact of a high-speed projectile. To explore the effect of the projectile material behaviour on the fracture process, the projectile is assumed to be either perfectly-elastic or elastoplastic in two separate cases. The transient stress field and the resulting evolution of damage under impact are investigated. The nature of the collision and the constitutive behaviour are found to considerably affect the fracture process for the structure including the crack propagation rates, and the size and motion of the fragments. The progress of fracture is tracked by measuring the average damage level of the structure and the extent of energy dissipation, which depend strongly on the type of collision. The effect of fracture property (failure strain) of the concrete due to its various compositions is found to have a profound effect on the damage and fragmentation pattern of the structure.

• 한국결정성장학회지
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• 제28권1호
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• pp.14-20
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• 2018

에어로졸 증착법에 의해서 상온에서 $6{\mu}m/min$의 속도로 $5{\sim}10{\mu}m$ 두께의 PZT-PZN(0 %, 20 %, 40 %) 복합체의 막을 실리콘/사파이어 기판위에서 제조하였다. 에어로졸 증착에 사용된 PZT, 2PZN-8PZT, 4PZN-6PZT 초기분말입자는 불규칙한 형상을 가지고 있으며 submicron 크기임을 확인하였다. 증착된 막은 어떠한 뜯김이나 기공도 없는 치밀한 막임을 확인하였고 나노크기의 입자를 가진 페로브스카이트 단상이었다. 실리콘기판 및 사파이어 기판위에서 증착된 막은 전기로에서 $700^{\circ}C$ 및 $900^{\circ}C$에서 각각 어닐링처리 하였으며 PZT에 40 %의 PZN이 첨가된 조성의 막의 경우 pyrochlore의 2차상이 형성되었다. 미세구조에 미치는 PZN 첨가의 영향을 관찰하기 위해 FE-SEM 및 HR-TEM이 사용되었다.

• Computers and Concrete
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• 제18권5호
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• pp.1041-1051
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• 2016

In this study, the construction of a reinforced concrete bridge pier was analyzed from durability point of view. The goal of the study is to analyze the crack iniation condition due to construction and present some recommendations for construction conditions of the reinforced concrete bridge pier. The bridge is located at the western port area of Shenzhen, where the climate is high temperature and humidity. To control the cracking of concrete, a construction simulation was carried out for a heat transfer problem as well as a thermal stress problem. A shrinkage model for heat produced due to cement hydration and a Burger constitutive model to simulate the creep effect are used. The modelling based on Femmasse(C) is verified by comparing with the testing results of a real underground abutment. For the bridge pier, the temperature and stress distribution, as well as their evolution with time are shown. To simulate the construction condition, four initial concrete temperatures ($5^{\circ}C$, $10^{\circ}C$, $15^{\circ}C$, $20^{\circ}C$) and three demoulding time tips (48h, 72h, 96h) are investigated. From the results, it is concluded that a high initial concrete temperature could result in a high extreme internal temperature, which causes the early peak temperature and the larger principle stresses. The demoulding time seems to be less important for the chosen study cases. Currently used 72 hours in the construction practice may be a reasonable choice.

• 한국정밀공학회지
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• 제27권8호
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• pp.42-47
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• 2010

In this paper, the characteristics of contact surface damage due to fretting in a press-fitted shaft below the fretting fatigue limit are proposed by experimental methods. A series of fatigue tests and interrupted fatigue tests of small scale press-fitted specimen were carried out by using rotating bending fatigue test machine. Macroscopic and microscopic characteristics were examined using scanning electron microscope (SEM), optical microscope or profilometer. It is found that fretting fatigue cracks were initiated even under the fretting fatigue limit on the press-fitted shafts by fretting damage. The fatigue cracks of press-fitted shafts were initiated from the edge of contact surface and propagated inward in a semi-elliptical shape. Furthermore, the fretting wear rates at the contact edge are increased rapidly at the initial stage of total fatigue life. After steep increasing, the increase of wear rate is nearly constant under the load condition below the fretting fatigue limit. It is thus suggested that the fretting wear must be considered on the fatigue life evaluation because the fatigue crack nucleation and propagation process is strongly related to the evolution of surface profile by fretting wear in the press-fitted structures.

• Progress in Superconductivity
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• 제6권2호
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• pp.133-137
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• 2005

We fabricated the Au/Ni template for YBCO coated conductors and evaluated texture formation and the microstructural evolution. The cube textured Ni substrate was fabricated by rolling and recrystallization annealing, and subsequently Au layer formed on the substrate by electroless-plating method. The texture was evaluated by pole-figure with x-ray goniometer with orientation distribution function (ODF) analysis. The surface roughness and grain boundary morphology of template were characterized by atomic force microscopy (AFM) We observed that Au layer deposited epitaxially on Ni substrate and formed a strong cube texture when plating time was optimized. The full-width at half-maximum (FWHM) was $8.4^{\circ}$ for out-of-plane and $9.98^{\circ}$ for in-plane texture for plating time of 30 min. Microstructural observation showed that the Au layer was homogeneous and dense without formation of crack/microcrack. In addition, we observed that root-mean-square (RMS) and depth of grain boundary were 14.6 nm and 160 $\AA$ for the Au layer, respectively, while those were 27.0 nm and 800 $\AA$ for the Ni substrate, indicating that the electoless-plated Au layer had relatively smooth surface and effectively mollified grain groove.

• Geomechanics and Engineering
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• 제20권6호
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• pp.485-495
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• 2020

Based on the movement characteristics of overlying strata with gangue backfilling, the compression test of gangue is designed. The deformation characterristics of gangue is obtained based on the different Talbot index. The deformation has a logarithmic growth trend, including sharp deformation stage, linear deformation stage, rheological stage, and the resistance to deformation changes in different stages. The more advantageous Talbot gradation index is obtained to control the surface subsidence. On the basis of similarity simulation test with gangue backfilling, the characteristics of roof failure and the evolution of the supporting force are analyzed. In the early stage of gangue backfilling, beam structure damage directly occurs at the roof, and the layer is separated from the overlying rock. As the working face advances, the crack arch of the basic roof is generated, and the separation layer is closed. Due to the supporting effect of filling gangue, the stress concentration in gangue backfilling stope is relatively mild. Based on the equivalent mining height model of gangue backfilling stope, the relationship between full ratio and mining height is obtained. It is necessary to ensure that the gradation of filling gangue meets the Talbot distribution of n=0.5, and the full ratio meets the protection grade requirements of surface buildings.