• Title/Summary/Keyword: 압입특성

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Evaluation of Mechanical Characteristic of Plate-Type Polymer in Thermal-Nanoindentation Process for Hyperfine Pit Structure Fabrication (극미세 점 구조체 제작을 위한 열간나노압입공정에서 평판형 폴리머소재의 기계적 특성 평가)

  • Lee, E.K.;Lee, S.M.;Kang, C.G.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2007.10a
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    • pp.108-111
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    • 2007
  • It's important to measure quantitative properties about thermal-nano variation conduct of polymer for producing high quality components using NIL process. NanoScale indents can be used ad cells for molecular electronics and drug deliver, slots for integration into nanodevices, and defects for tailoring the structure and properties. In this study, it's to evaluate mechanical characteristic of polymer such as PMMA and PC at high temperature for manufacture of nano/micro size of polymer using indenter at high temperature. At high temperature mechanical properties of polymer have extreme variation. Because heating the polymer, it becomes softer than room temperature. In this case it is especially important to study for mechanical properties of polymer at high temperature.

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Evaluation of Apparent Interface Toughness of Composites Layers by Indentation Test (압자압입시험에 의한 이종재료 접합층의 계면인성 평가)

  • Song, Jun-Hee;Kim, Hak-Kun;Lim, Jae-Kyoo
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.10
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    • pp.2089-2095
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    • 2002
  • Ceramic/metal composites have many attractive properties and great potential fur applications. Interfacial fracture properties of different layered composites are important in material integrity. Therefore, evaluation of fracture toughness at interface is required in essence. In this study, the mechanical characteristics for interface of ceramic/metal composites were investigated by indentation test of micro-hardness method. Apparent interfacial toughness of TBC system could be determined with a relation between the applied load and the length of the crack formed at the interface by indentation test.

A Study on Evaluation of Rock Brittleness Index using Punch Penetration Test (압입시험을 이용한 암석의 취성도 평가에 관한 연구)

  • Hoyoung Jeong
    • Tunnel and Underground Space
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    • v.33 no.1
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    • pp.29-41
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    • 2023
  • The brittleness of rocks plays an important role in determining the fragmentation and failure behavior of rock. However, there is still no standard method to evaluate the brittleness of rock, and previous studies have suggested the several definitions for estimation of brittleness of rock. Even in the process of mechanical rock excavation and drilling, the brittleness of rock is considered as an important property for evaluating the excavation efficiency of mechanical excavators or boreability of rock. The previous studies have been carried out to investigate the correlation between different brittleness of rock and cutting efficiency and boreability of rock. This study introduced a method for calculating the brittleness of rock from punch penetration test, and analyzed the correlation between the brittleness of rock calculated by the uniaxial compressive and Brazilian tensile strengths and that from punch penetration test. From the results of correlation analysis, the relationship between various brittleness was confirmed, and it was found that PSI and BI3 showed a good correlation with the strength-based brittleness index. In addition, the results indicated that B3 and B4 are suitable to represent the brittleness of rock in the field of mechanical rock excavation.

Nano-Indenter 측정 중 Indenting 깊이에 따른 박막의 표면 및 기판 효과에 의한 ZrN 박막의 특성연구

  • Hyeon, Jeong-Min;Kim, Su-In;Lee, Jae-Hun;Kim, Hong-Gi;Sim, Ji-Yong;Mun, Su-Yeong;Yun, Cho-Rong;Lee, Chang-U
    • Proceedings of the Korean Vacuum Society Conference
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    • 2015.08a
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    • pp.177.2-177.2
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    • 2015
  • Nano-mechanics 연구는 기판의 나노표면에 대하여 indenter tip을 직접 인가하여 측정함으로써 기존 분광학 연구에서는 불가능했던 박막의 기계적 특성 연구가 가능하다. 그러나 박막분석 특성상 박막의 표면, 기판 또는 하부 박막에 의한 영향으로 인해 박막의 고유한 물성특성 연구에 제약이 있다. 박막 표면에 의한 영향인 표면효과는 nano-indentation을 실행 할 때 tip의 압입으로 발생되는 표면의 스트레스로 인해 표면 변형이 나타나는 현상이다. 반면에 하부 박막과 기판에 의한 오류는 nano-indentation 실행 시 tip의 압입 깊이가 깊어질수록 하부박막 또는 기판과 가까워지기 때문에 박막 고유의 특성이 아닌 하부박막과 기판에 의한 영향이 같이 나타나는 현상이다. 이러한 오류를 최소화 하고자 많은 연구에서는 박막의 강도에 따라 nano-indentation의 실행 깊이를 박막 총 두께의 최소7%에서 최대 50%까지 삽입하는 방법을 도입하였다. 이를 기반으로 본 연구는 Zirconium nitride (ZrN) 박막의 증착된 두께 깊이만큼 nano-indentation 분석을 실행 하였으며 박막 고유의 nano-mechanics 특성을 연구 하였다. ZrN 박막은 hard coating 분야에 많이 사용되는 물질로 박막 고유의 hardness를 연구하는 것이 큰 의미가 있다. 연구 결과 모든 박막은 두께 30% 깊이 측정에서 박막 표면과 기판효과가 최소화된 박막의 물성 측정이 가능 하였고, 증착 시 질소를 0.5, 1, 2 sccm 흘려준 박막들은 총 두께 30% 깊이에서 hardness가 각각 23.2, 8.6, 18 GPa이었다. 따라서 nano-indenter 측정 시 유효한 측정 깊이에서 측정을 실시하는 것이, 박막의 물성분석에 있어서 대단히 중요함을 확인 하였다.

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정전기력을 이용한 나노 힘 표준기

  • 김민석;최인묵;박연규;강대임
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.05a
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    • pp.125-125
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    • 2004
  • 최근에 급속히 발달하고 있는 나노 기술(NT)파 생명공학 기술(BT)로 인해 미세한 영역에서의 역학적 측정이 중요시되고 있다. 질량, 힘, 온도, 압력 등의 기본적인 물리량들의 정확한 측정이 거시세계와 마찬가지로 나노 물질의 제조, 현상의 규명에 필수적인 요건이기 때문이다. 이중에서 미세 힘측정은 나노 압입 시험, 탄소나노튜브의 기계적 특성측정, MEMS 구조물의 특성평가, 근육 세포의 근력측정, DNA나 생체 분자력 측정 등 광범위하게 사용되고 있다.(중략)

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Characteristics of Subsidence of a Road During the New Tubular Roof Construction Around a Shallow Tunnel (저심도 터널주변의 NTR보강 중 발생한 도로면 침하의 특성)

  • Kim, Cheehwan
    • Tunnel and Underground Space
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    • v.28 no.6
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    • pp.620-634
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    • 2018
  • The NTR(New Tubular Roof) method was used to secure the stability of the tunnel and minimize the subsidence of the road. The tunnel was constructed at about 7.5 meters deep below the highway. with a width of about 21 meters. Following the NTR method, 13 steel pipes with a diameter of 2.3 meters were digged and pushed in longitudinally along the tunnel profile and cut out sides of pipes to connect to adjacent pipes, then filled the inside of pipes and the connected space between pipes with concrete to complete the lining of the tunnel to be excavated. As the steel pipes were digged in sequentially, the area of relaxation was connected to each other and behaves like a gradually widening tunnel. When the steel pipes were digged in to the widest points of the tunnel, the settlement rate of the road surface was increasing to the maximum as 2.2 mm and the total settlement until the lining construction was approximately 7.7 mm. After that, by excavating a tunnel inside the pre-installed lining, an additional settlement of about 4.3 mm was occurred, resulting in the total settlement of about 11.8 mm after completing of tunnel construction.