• 제목/요약/키워드: Mixed SAM

검색결과 202건 처리시간 0.032초

혼합모드 하중에서의 STS304의 피로균열 전과거동 (Fatigue Crack Propagation Behavior in STS304 under Mixed Mode Loading)

  • 송삼홍;이정무
    • 한국정밀공학회지
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    • 제18권9호
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    • pp.131-139
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    • 2001
  • The use of fracture mechanics has traditionally concentrated on crack growth under an opening mechanism. However, many service failure occur from cracks subjected to mixed mode loadings. Hence, it is necessary to evaluate the fatigue behavior under mixed mode loading. Under mixed mode loading conditions, not only the fatigue crack propagation rate is of importance, but also the crack propagation direction. The mode I and II stress intensity factors of CTS specimen were calculated using elastic finite element method. The propagation behavior of the fatigue crack of the STS304 steeds under mixed mode loading condition was evacuated by using stress intensity factors $K_I$ and $K_II. The MTS criterion and effective stress intensity factor were applied to predict the crack propagation direction and the fatigue crack propagation rate.

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에너지 방출률에 의한 접착이음의 계면균열에 대한 파괴인성의 평가 (Evaluation of Fracture Toughness by Energy Release Rate for Interface Crack in Adhesively Bonded Joints)

  • 정남용;이명대;강삼근
    • 대한기계학회논문집A
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    • 제24권9호
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    • pp.2174-2183
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    • 2000
  • In this paper, the evaluation method of interfacial fracture toughness to apply the fracture toughness was investigated in adhesively bonded joints of AI/Ced./A1. Four types of adhesively bonded double-cantilever beam(DCB) joints with the interface crack were prepared for the test of interfacial fracture toughness. The experiments to measure the interfacial fracture toughness were performed under the various mixed-mode conditions. The critical energy release rate, Gc, was obtained by the experimental measurement of compliances. From the experimental results, the interfacial fracture toughness for the mixed-mode specimens is well characterized by the energy release rate, and the method of strength evaluation by the interfacial fracture toughness was discussed in adhesively bonded joints.

혼합 및 유체윤활하에서 Micro-Scale Dimple Pattern의 마찰특성 (Friction Characteristics of Micro-scale Dimple Pattern under Mixed and Hydrodynamic Lubrication Condition)

  • 채영훈;김석삼
    • 한국정밀공학회지
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    • 제22권2호
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    • pp.188-193
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    • 2005
  • Surface texturing of tribological application is another attractive technology of friction reducing. Also, reduction of friction is therefore considered to be a necessary requirement for improved efficiency of machine. In this paper attempts to investigate the effect of density for micro-scale dimple pattern on bearing steel flat mated with pin-on-disk. We demonstrated the lubrication mechanism for a Stribeck curve, which has a relationship between the friction coefficient and a dimensionless parameter for lubrication condition. It is found that friction coefficient is depended on the density of surface pattern. It was thus verified that micro-scale dimple could affect the friction reduction considerably under mixed and hydrodynamic lubrication conditions from based on friction map. Lubrication condition regime has an influence on the friction coefficient induced the density of micro dimple.

응력비 변화에 따른 혼합모드 피로균열 전파거동 (The Mixed Mode fatigue Crack Propagation Behavior with the Variation of Stress Ratio)

  • 송삼홍;최지훈;이정무
    • 대한기계학회논문집A
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    • 제26권11호
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    • pp.2287-2296
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    • 2002
  • Most cracks in the structure occur under mixed mode loading and those fatigue crack propagation behavior heavily depends on the stress ratio. So, it is necessary to study the fatigue behavior under mixed mode loading as the stress ratio changes. In this paper, the fatigue crack propagation behavior was respectively investigated at stress ratio 0.1, 0.3, 0.5, 0.7 and we changed the loading application angle into 0$^{\circ}$, 30$^{\circ}$, 60$^{\circ}$ to apply various loading mode. The mode I and II stress intensity factor of CTS specimen used in this study was calculated by the displacement extrapolation method using FEM (ABAQUS). Using both the experiment and FEM analysis, we have concluded the relationship between crack propagation rate and stress intensity factor range at each loading mode due to the variation of stress ratio. Also, when the crack propagated under given stress ratio and loading mode condition, we have concluded the dominant factors of the crack propagation rate at each case.

응력비의 변화에 따른 혼합 모드 피로 균열 전파 거동 (Mixed Mode Fatigue Crack Propagation Behavior due to The Variation of Stress Ratio)

  • 송삼홍;최지훈;이정무
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 추계학술대회논문집A
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    • pp.286-291
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    • 2001
  • Most cracks in the structure occur under mixed mode loadings and those propagation depend on the stress ratio very much. So, it is necessary to study the fatigue behavior under mixed mode loading as stress ratio changes. In this paper, fatigue crack propagation behavior was investigated respectively at stress ratio 0.1, 0.3, 0.5, 0.7 and we change loading application angle to $0^{\circ},\;30^{\circ},\;60^{\circ}$ to apply various loading. mode. The mode I and II stress intensity factors of CTS specimen used in this study were calculated by displacement extrapolation method using FEM(ABAQUS). Using both the study through the experiment and the theoretical study through FEM analysis, we studied the relation between crack propagation rate and stress intensity factor range at each loading mode due to the variation of stress ratio. Also, when the crack propagated under given stress condition and given loading mode condition, we studied what the dominant factors of the crack propagation rate were at each case.

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고강도 콘크리트의 섬유 혼입에 따른 크리프 특성 분석에 관한 연구 (An Analytic Study on the Creep Properties for Fibers Mixed of High Strength Concrete)

  • 박희곤;권해원;이보형;배연기;이재삼;정상진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2009년도 추계 학술논문 발표대회
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    • pp.81-85
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    • 2009
  • In the recent years, the high strength concrete has increasingly been used according to extending market of tall buildings. However, Ministry of Land, transport and Maritime Affairs was established by law with an alternative plan after June 2008 because of the weakness of high strength concrete accompanied spalling phenomena in fire. The mix design of concrete has to properly meet standards which are the spalling resistance of concrete and limited temperature of steel reinforcement. The fire proof concrete mixed fiber has widely been used to meet spalling safety on the many construction sites, the most researches about the fire proof concrete mixed fiber had being carried out focused on fire resistance, compressive strength and cast in place of concrete. But the most important thing is column shortening used the fire proof concrete within the vertical members. In this paper, the fire proof concrete filled spalling safety standards was experimented by required material when the column shortening is revised between normal concrete and fire proof concrete mixed fiber and then the results have done a comparative analysis. Also, The paper aimed to indicate a basic data for revision of column shortening of fire proof concrete.

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Utilization of Saline Solutions in the Modification of Lignocellulose from Champaca Wood

  • Sangian, Hanny F.;Sehe, Muhammad Rifai;Tamuntuan, Gerald H.;Zulnazri, Zulnazri
    • Journal of the Korean Wood Science and Technology
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    • 제46권4호
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    • pp.368-379
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    • 2018
  • Objective of this work is to study the effects of a saline solution used to pretreat lignocellulosic material derived from champak timber. The native lignocellulosic solids, in powder form, were mixed with saline water solutions of three different concentrations and maintained for 2 weeks without stirring. The treated solids were washed, recovered, and then dried under sunlight. The substrates were characterized using X-ray diffraction (XRD), Fourier-transform infrared (FTIR) spectroscopy, and scanning electron microscopy (SEM). The crystallinity (CrI), lateral order index (LOI), total crystallinity index (TCI), and surface morphologies of all the samples were determined. The treated biomass structures were compared with controls. The data show that the structures of all the treated substrates changed, as indicated by CrI. CrI of the treated substrates decreased significantly compared with that of the original wood, as did LOI and TCI quantities, whereas the HBI parameter increased. The results indicate that the saline water pretreatment modified the wood samples.

Effect of HF and Plasma Treated Glass Surface on Vapor Phase-Polymerized Poly(3,4-ethylenedioxythiophene) Thin Film : Part I

  • Lee, Joonwoo;Kim, Sungsoo
    • 통합자연과학논문집
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    • 제6권4호
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    • pp.211-214
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    • 2013
  • In this study, in order to investigate how consecutive treatments of glass surface with HF acid and water vapor/Ar plasma affect the quality of 3-aminopropyltriethoxysilane self-assembled monolayer (APS-SAM), poly(3,4-ethylenedioxythiophene) (PEDOT) thin films were vapor phase-polymerized immediately after spin coating of FeCl3 and poly-urethane diol-mixed oxidant solution on the monolayer surfaces prepared at various treatment conditions. For the film characterization, various poweful tools were used, e.g., FE-SEM, an optical microscope, four point probe, and a contact angle analyzer. The characterization revealed that HF treatment is not desirable for the synthesis of a high quality PEDOT thin film via vapor phase polymerization method. Rather, sole treatment with plasma noticeably improved the quality of APS-SAM on glass surface. As a result, a highly dense and smooth PEDOT thin film was grown on uniform oxidant film-coated APS monolayer surface.

섬유혼합토와 지오그리드 사이의 마찰 특성 평가 (Friction Properties between Fiber-Mixed Soil and Geogrid)

  • 조삼덕;이광우;안주환
    • 한국지반신소재학회논문집
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    • 제2권1호
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    • pp.27-37
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    • 2003
  • 섬유혼합토의 전단강도 및 마찰 특성에 영향을 미치는 요인으로는 혼합되는 흙의 입도분포와 흙입자의 형상 등과 같은 흙의 공학적 특성과 섬유의 형상, 길이, 직경, 인장강도, 탄성계수, 마찰계수, 섬유 혼합률 등과 같은 섬유의 물리적 역학적 특성 그리고 구속응력, 다짐상태 등의 외적 인자 등을 들 수 있다. 본 연구에서는 흙종류, 섬유종류, 섬유혼합률 그리고 다짐도에 따른 섬유혼합토의 마찰특성을 평가하기 위하여 일련의 전단마찰시험 및 인발시험을 수행하였다. 본 연구에서는 공학적으로 그 특성이 다소 불량한 두 가지 종류의 흙시료(통일분류법상 SM 및 ML)에 세 가지 종류의 폴리프로필렌 섬유(망사 38mm, 망사 60mm 및 단사 60mm)를 0.2% 및 0.3%의 혼합률로 혼합한 섬유혼합토를 다짐도 85% 및 95%로 조성하여 실험을 수행하였고, 보강재로는 지오그리드를 사용하였다.

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점성개질제를 이용한 수중 불분리성 그라우트재의 수중 속채움 보강 특성 분석 (Strength Characteristics of the Anti-washout Grout Mixed with Coarse Fill Materials)

  • 김욱기;조삼덕;박봉근;김주형
    • 한국지반신소재학회논문집
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    • 제12권2호
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    • pp.25-33
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    • 2013
  • 본 연구에서는 계면활성제계 개질제를 이용하여 수중에서 재료분리가 발생하지 않으면서도 유동성을 충분히 갖는 수중 불분리성 점탄성 그라우트재와 일반 그라우팅 재료의 강도 특성과 속채움 보강 재료로서의 특성을 분석하였다. 특히, 해수를 활용하여 점탄성 그라우팅 재료를 제작하는 경우에 대해 중점적으로 시험을 수행한 결과, 담수를 사용하여 그라우트 재료를 제작하는 경우와 마찬가지로 수중 불분리성 특성을 잘 나타내었으며, 이에 따른 균질한 점탄성 그라우트재의 강도를 확보할 수 있을 것으로 평가되었다. 또한, 모형시험을 통해 그라우트재의 침투성을 이용하여 속채움 골재의 보강특성을 평가한 결과, 수중 불분리성 그라우팅 재료는 일반 그라우트재와 비교하여 충분한 강도가 발휘되었으며, 점성에 의한 수중 불분리 특성으로 속채움 보강재로서 좋은 시공 품질을 확보할 수 있을 것으로 평가되었다.