• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2005년도 춘계학술대회 논문집
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• pp.303-306
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• 2005

Two composites of five plies of STS/Al/Al/Al/STS and STS/Al/STS/Al/STS were produced by roll-cladding at $350^{\circ}C$ from ferritic stainless steel (STS) and aluminum (Al) sheets. In order to analyze the strain states during roll-cladding, the evolution of textures at different through-thickness positions in the roll-clad composites was investigated. Simulations with the finite element method (FEM) disclosed that a strain state which was similar to that of normal rolling with a high friction between roll surface and Al sample led to the formation of texture gradients in the Al sheets in the STS/Al/Al/Al/STS composite. Differences in the material velocity of STS and Al in the rolling direction gave rise to the formation of the shear texture in the Al sheets in the STS/Al/STS/Al/STS composite.

• 대한토목학회논문집
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• 제37권2호
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• pp.277-287
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• 2017

이 연구는 한계상태설계법을 기반으로 하는 도로교설계기준에 의해 철근콘크리트 휨부재 설계 시 적용하는 균형철근비와 최대 철근량에 대한 규정을 검토한 것이다. 현행 도로교설계기준(한계상태설계법)에서는 휨부재 철근량 산정의 기준이 되는 균형철근비에 대한 명시적 규정이 없고, 휨모멘트 재분배 효과를 반영한 최대 중립축 깊이 및 콘크리트 단면적의 0.04배로서 최대 철근량을 산정한다. 그런데, 최대 중립축 깊이 규정에 의하면 최대 철근량이 적게 산정되어 단면을 크게 하여야 하며, 콘크리트 단면적의 0.04배라는 한계값이 적용될 경우에는 인장 철근의 변형률이 항복 변형률의 2배 이하로 되어 충분한 연성거동을 보장할 수 없는 문제점이 있다. 이 연구에서는 연성거동을 확보할 수 있는 휨부재 설계를 위한 사용 철근량 산정의 기준이 되는 균형철근비를 극한한계상태 검증 규정 및 재료 특성과 콘크리트 기준압축강도에 따른 극한한계변형률을 도입하여 설계 실무에 적용할 수 있도록 간편한 식으로 유도하였다. 그리고, 설계된 휨부재가 충분한 연성이 확보되도록 인장철근의 최소허용변형률을 항복변형률의 2배로 가정하고 철근의 기준항복강도 및 콘크리트 기준압축강도에 상관없이 만족할 수 있도록 최대 중립축 깊이 비 보정계수를 도입하여 수정하고, 이로부터 최대철근비를 산정할 수 있도록 하였다.

• 대한금속재료학회지
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• 제47권6호
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• pp.363-371
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• 2009

The effect of lubrication on the evolution of strain states during shape rolling in AA5052 sheet was studied by the finite element method (FEM) simulation. The strain states calculated by FEM were verified by texture analysis. Shape rolling with and without lubrication produces shape-rolled samples in fairly similar outer shapes, since the distribution of normal strain components is nearly independent of the lubrication condition. In contrast, the distribution of shear strain components strongly depends on the lubrication condition. Shape rolling without lubrication gives rise to the development of strong shear strain gradients leading to the formation of highly inhomogenous textures and microstructures. The {011}//ND fiber develops during rolling with the operation of plane strain plus ${\dot{\varepsilon}}_{22}$.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 추계학술대회논문집
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• pp.138-139
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• 2003

Sandwich sheet samples comprising AA1050/AA1050/AA1050, AA3003/AA1050/AA3003, AA3003 AA3003 AA3003. AA1050/AA3003/AA1050, SUS430/AA3003/SUS430, AA3003/SUS430/AA3003 and SUS430/SUS430/SUS430 were cold rolled in order to clarify the evolution of strain states md textures in the sandwich samples. To investigate the effect of stacking sequences of the samples on strain and texture, the relative contribution of each layer to the total reduction was measured and textures of the mid-layer sheet of sandwich samples were determined.

• 터널과지하공간
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• 제20권2호
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• pp.119-124
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• 2010

암석의 인장강도에 미치는 변형률 속도 및 수분포화의 영향을 파악하기 위하여 건조상태 및 포화상태 3종류의 암석에 대해서 여러 가지 변형률 속도에서의 홉킨슨효과를 이용한 인장파괴실험을 실시하였다. 실험결과 건조상태뿐만 아니라 포화상태에서도 변형률 속도가 증가할수록 암석의 인장강도는 증가하였다. 특히, 건조 상태에 있어서 암석의 동적인장강도는 암석의 종류와는 상관없이 변형률 속도의 약 1/3승에 비례하는 경향을 나타내었다. 또한, 수분포화의 영향으로 공극률이 높은 사암과 응회암은 건조상태와 비교하여 인장강도가 감소하였으나, 공극률이 0.49%로 낮은 화강암은 건조상태와 포화상태와의 사이에 유의한 차이는 없었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.738-741
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• 2004

This study is concerning on modeling to predict the flexural behaviors of FRP-confined concrete structural members. For compressive behaviors of confined concrete by FRP jackets, the hypoelasticity-based constitutive law of concrete has been presented under the basis of three-dimensional stress states. The strength enhancement of concrete wrapped by FRP jackets has been determined by the failure surface of concrete in tri-axial states, and its corresponding peak strain is computed by the strain enhancement factor. The behavior of FRP jackets has been modeled using the mechanics of orthotropic laminated composite materials in two-dimensional stress states. To be based on the three-dimensional constitutive laws, an algorithm for the prediction of flexural bending behaviors of FRP-confined concrete structural member has been presented.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2008년도 추계학술대회 논문집
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• pp.95-98
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• 2008

In the present work, cross-roil rolling was rallied out using a rolling mill in which the roll axes are tilted by $5^{\circ},\;7.5^{\circ},\;10^{\circ}$ towards the transverse direction of the roiled sample. The evolution of strain states during cross-roll rolling was investigated by three-dimensional finite element method (FEM) simulation. Parallel to cross-roll rolling, normal-rolling using a conventional rolling mill was also carried out in the same rolling condition for clarifying the effect of cross-roll rolling. It turned out that three shear rate components were all introduced to the rolled sample by the cross-roll rolling process, while only one shear rate component operated during normal-rolling.

• 소성∙가공
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• 제15권7호
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• pp.479-484
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• 2006

The evolution of strain states and textures during rolling with various conditions was investigated by finite element method (FEM) simulations and measurements of rolling textures. Symmetrical rolling with a high friction gives rise to a strong variation of shear strains in rolled sample leading to the formation of texture gradients throughout the thickness layers. A small variation of shear strains during rolling with a well lubrication condition leads to the formation of a fairly homogeneous rolling texture throughout the sheet thickness. During asymmetrical rolling, a proper control of rolling parameters provides the evolution of a fairly homogeneous shear texture throughout the whole sheet thickness.

• 한국소음진동공학회논문집
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• 제13권12호
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• pp.918-922
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• 2003

Elastomers are extensively used in various machine design application, mainly for vibration/shock/noise control devices. However. there are still a lot of difficulties in designing the elastomeric components applied in complex shapes and under pre-deformed states. One of the most Influential factors related to mechanical properties of elastomers are pre- and dynamic strains. Consequently, a large number of experiments have to be conducted to identify dynamic properties of elastomers considering their combined effects. In this paper, we present an efficient experimental method to identify mechanical properties of elastomers considering effects of pre- and dynamic strains. This method is capable of predicting the dynamic characteristics of elastomers under arbitrary strain states from reduced experimental data.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1994년도 박판성형기술의 진보
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• pp.173-184
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• 1994

A method of obtaining deformation severity of axisymmetric shape deep-drawn products was developed. Strain states of products produced by single or multi-stage drawing were predicted by using finite element analysis. This method used minimization of potential energy between the known shape of final product and the unknown in initial blank. And that was done numerically by nonlinear finite element method. Deformation theory of plasticity was used for practical purposes. From predicted strain states of drawn parts, deformation severity was found by using forming limit diagrams.