• 제목/요약/키워드: in-plane negative shear

검색결과 13건 처리시간 0.017초

자유분말금속 압축시 소성변형예측을 위한 구성방정식의 유도 (Derivation of constitutive equations of loose metal powder to predict plastic deformation in compaction)

  • 김진영;박종진
    • 대한기계학회논문집A
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    • 제22권2호
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    • pp.444-450
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    • 1998
  • In the present investigation, it is attempted to derive a yield function and associated flow rules of loose metal powders to predict plastic deformation and density change during compaction. The loose metal powders yield by shear stress as well as hydrostatic stress and the yield strength is much smaller in tension than compression. Therefore, a yield function for the powders is expressed as a shifted ellipse toward the negative direction in the hydrostatic stress axis in the space defined by the two stresses. Each of parameters A, B and .delta. used in the yield function is expressed as a function of relative density and it is determined by uniaxial strain and hydrostatic compressions using Cu powder. Flow rules obtained by imposing the normality rule to the yield function are applied to the analyses of unidirectional, bidirectional and hydrostatic compressions, resulting in an excellent agreement with experiments. The yield function is further examined by checking volume changes in plane stain, uniaxial strain and shear deformations.

Dynamic PIV를 이용한 난류경계층 내부 와구조 거동의 실험적 분석 (Experimental analysis of vortical structures in a turbulent layer using a dynamic PIV technique)

  • 최용석;이상준
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2008년도 춘계학술대회논문집
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    • pp.193-196
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    • 2008
  • The vortical structures in a turbulent boundary layer (TBL) developed over a flat plate have been investigated experimentally. The flow conditions tested in this study were Re$_{\theta}$ = 3700, Re$_{\delta}$ = 11${\times}$105 and the shape factor H = 1.3. Instantaneous velocity fields in the streamwise-wall-normal planes were measured by using a dynamic PIV system. A trip-wire and sandpapers were placed behind the leading edge to promote the turbulent transition. 1000 velocity fields were obtained consecutively with a time interval of 1 millisecond. Streamwise u-velocity components were temporally averaged in the measuring plane. In addition, 2000 velocity fields were obtained randomly and ensemble-averaged to get the fully-developed turbulent characteristics. Profiles of the normalized u-component, turbulent intensities and Reynolds shear stress were evaluated. The structures of spanwise vortices were extracted from the instantaneous velocity fields by determining the swirling strength, ${\lambda}_{ci}$. The wall-normalized locations of vortices were temporally averaged in the measuring plane with respect to their rotational direction. The correlations between the temporally averaged u and the temporally averaged $y^+$ of vortices were evaluated. For the case of positive vortices, the correlation is not significant. However, the negative vortices show a strong negative correlation. The y-location of negative vortices tends to increase, as the averaged u decreases and vice versa. These findings indicate that the number of negative vortices in the outer layer increases during the outward bursting events.

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강우특성을 고려한 불포화 잔적토 비탈면의 붕괴사례 연구 (Case Study on the Instability of the Slopes in Unsaturated Residual Soils Considering the Rainfall Characteristics)

  • 남삼헌;이영휘;오세붕
    • 한국지반환경공학회 논문집
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    • 제16권1호
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    • pp.45-53
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    • 2015
  • 본 연구에서는 불포화토에 대한 압력판 추출시험을 수행하여 함수특성곡선을 구하고 불포화토의 삼축압축시험을 실시한 후, Geostudio 2007의 SEEP/W 해석 프로그램을 이용하여 부정류 침투해석을 수행하였으며, SLOPE/W 해석프로그램으로 비탈면 안정성을 검토하였다. 그 결과 모관흡수력 증가에 따라 순체적응력과 축차응력이 증가하고 겉보기점착력도 선형적으로 증가함으로 써 전단강도가 증가함을 알 수 있었다. 강우침투해석 결과 높은 음의 간극수압에서는 적은 강우량에도 간극수압의 증가폭이 크게 나타났고, 일정깊이 이하의 심도에서 지하수위의 상승을 제외하면 강우의 영향을 받지 않음을 알 수 있었다. 비탈면의 파괴양상과 동일한 단면으로 파괴면을 일정하게 고정시켜 안정 해석한 결과 실제로 비탈면 파괴 시에 안전율이 1.0 이하로 낮아지는 것을 확인할 수 있었다.