• 한국농공학회논문집
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• 제50권5호
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• pp.39-50
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• 2008

This study are decided the mix proportion method of latex modified concrete for agricultural concrete structures from the results of workability and strength test with mix proportion factor. For mix proportion factor, this study are selected the water-cement ratio, unit cement amount and latex content. Also, this study were performed the slump, compressive strength test and microstructure analysis using the scanning electron microscope(SEM). The strength and slump of LMC are dependent with unit cement amount, latex content, and water-cement ratio. Especially, the strength of LMC are not controlled by single mix proportion factor but effected by combined mix proportion factor. Microstructure investigation are showed the LMC are reduced the internal pore volume and enhanced the transition zone between cement paste and aggregate interface. This effect get by consist of latex films in the concrete. Also, this study were recommended the mix proportion method for LMC. These mix proportions method are estimated the mix design for satisfied the target performance which are applied the agricultural concrete structure.

• 한국산업융합학회 논문집
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• 제6권2호
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• pp.115-122
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• 2003

This experimental study on high strength lightweight concrete using compound materials has been performed. In which, expanded clay was used as coarse aggregate, and silica fume and fly ash as admixtures varying by 0, 10% and 0, 5, 10, 15, 20% of cement amount respectively were added. Thus, the properties of fresh and hardened concrete have been investigated. The results of this study can be summarized as follows ; Each slump loss of mixtures replaced fly ash has been decreased by increasing replacement rate. The compressive strength have shown 465, 428 and $401kgf/cm^2$ at 30, 40 and 50% of W/B in 28days respectively, all of which have satisfied the criterion $270kgf/cm^2$ of high strength lightweight concrete. The unit volume weight of hardened concrete has been decreased by increasing replacement rate of silica fume and fly ash, values of which have satisfied the criterion $2000kgf/cm^3$of light weight concrete.

• Composites Research
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• 제17권2호
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• pp.34-39
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• 2004

본 연구에서는 폐쇄형 발포금속의 인장 특성을 이해하기 위하여 수정된 단위모델을 제시하였다. 또한 발포금속의 밀도는 가우스 분포에 의거하여 확률적으로 분포한다고 가정하고 본 연구에서 제시된 수정 단위 모델을 조합하여 유한요소 모델을 제안하였다. 이 모델은 실제 인장 시험과 유사한 변형거동을 보이는 것을 확인하였고, 적절한 밀도 분포와 내부 기공을 고려하게 되면, 해석에서 구해진 최대 인장 강도가 근사적으로 실험결과와 일치하는 것을 볼 수 있었다. 또한, 발포 알루미늄의 최대 인장 강도는 밀도 분포의 표준편차보다는 내부 기공 부피분율에 더 민감하게 변하는 것으로 밝혀졌다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 추계 학술논문 발표대회
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• pp.69-72
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• 2009

This research is focused on the applying of the foaming agent which can make the independent pore in the concrete structure in order to make a lightweight concrete structure. This lightweight foamed concrete can satisfy both the required strength and the mechanical properties as structural members. In addition, anti freezing-thawing properties also required. As a result of the unit volume-weight measurement, when the foaming agent mixed at 0.5% to 1%, the lightweight foamed concrete can be applied for the structural member. Also the density and compressive strength measurement results reveals that it will be suitable as structural member with 21MPa strength, when the density is betweenity8 to 1.9 and foaming agent quantities are 0.5% to 1%. Finally the result of freezing-thawing experiment, the effect freezing-thawing damage reduced according to adding foaming agent because those foaming agent make micro-pores in the structure which are not seen in the ordinary concrete structure.

• 한국결정학회지
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• 제7권2호
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• pp.120-125
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• 1996

Salmonella typhimurium LT2에서 deoxy-thymidine diphosphate-D-gluxose-4,6-dehydratase의 유전자를 재조합한 Escherichia coli BL21 clone으로부터 dTDP-D-glucose dehydratase를 분리 정제한 후, 이 효소의 단결정을 상온에서 sitting drop 기체확산법으로 성장시켰다. 결정은 효소에 기질이 포함되어 있는 것과 포함되어 있지 않는 것 모두가 얻어지며, 이 때 침전제는 1.6-2.0 M Na, K 인산 완충용액(pH 8.0)을 사용하였다. 이 단결정은 최소 2.5Å의 분해능으로 회절하였으며, 공간군은 hexagonal한 P61이고, 격자의 크기는 a=b=168.54Å, c=81.08Å이었다. Asymmetric unit에는 이량체 한분자를 포함하고 있으며 단백질 질량당 결정의 부피는 VM=2.4Å3/Da, 용매의 함유율은 부피를 기준으로 64%였다.

• Journal of Information Processing Systems
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• 제10권1호
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• pp.23-35
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• 2014

Recently, novel application areas in digital geometry processing, such as simulation, dynamics, and medical surgery simulations, have necessitated the representation of not only the surface data but also the interior volume data of a given 3D object. In this paper, we present an efficient framework for the shape approximations of spherical solid objects based on trivariate B-splines. To do this, we first constructed a smooth correspondence between a given object and a unit solid cube by computing their harmonic mapping. We set the unit solid cube as a rectilinear parametric domain for trivariate B-splines and utilized the mapping to approximate the given object with B-splines in a coarse-to-fine manner. Specifically, our framework provides user-controllability of shape approximations, based on the control of the boundary condition of the harmonic parameterization and the level of B-spline fitting. Experimental results showed that our method is efficient enough to compute trivariate B-splines for several models, each of whose topology is identical to a solid sphere.

• 한국해양공학회지
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• 제30권3호
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• pp.169-176
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• 2016

Considering the artificial reef (AR) canyon intervals facilitated by flatly distributed placement models, the wake volumes of 25 AR sets were characterized through the following works. First, twenty-five different canyon intervals were established to investigate how the intervals affect the wake volumes of the AR placement models, each with nine cube-type ARs. Second, the element-based finite-volume method was used to facilitate flow analyses. Third, the so-called wake volume concept was adopted, and finally a reasonable placement interval was found based on the size of the wake volumes and the associated unit propagation indices. From the analysis results, it was found that a maximum wake volume of 25.18 m³ was generated when the longitudinal and transverse intervals were fixed at 6 m and 0 m, respectively. Thus, to magnify the wake volume, it is recommended that artificial reefs be placed at intervals of 6 m (3 times the reef length) in the flow direction, with no intervals in the normal direction, implicitly indicating that an intensively stacked placement model is a better option to efficiently secure a larger wake volume for the cube-type ARs.

• 한국멀티미디어학회논문지
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• 제10권3호
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• pp.316-324
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• 2007

의료영상에서 사용하는 MIP 볼륨 렌더링은 CT나 MR 등의 볼륨데이터에서 시각 광선으로부터 높은 밝기 값을 추출하여 혈관과 뼈와 같은 환자의 조직을 보여주는 볼륨 렌더링 기법이다. 최근 GPU를 MIP 볼륨 렌더링에 사용하여 대용량 의료영상 데이터에 대해서도 속도가 빠른 렌더링이 가능하게 되었다. 볼륨데이터를 여러 각도에서 관찰하면, 일반적으로 시각과 동일한 방향의 텍스쳐 평면과 볼륨 경계평면이 비스듬하게 교차한다. 볼륨데이터의 외부에는 값이 존재하지 않으므로 경계부분에서 공간 주파수가 높게 나타난다. 기존의 MIP 렌더링은 샘플링 간격이 일정하기 때문에 경계부분에서 데이터의 손실이 생겨 알리아싱이 나타나는 문제가 있다. 화질을 개선하기 위해 샘플링 간격을 줄여 슬라이스수를 증가시킬 수 있으나, 이때는 렌더링 수행 시간이 길어지게 된다. 이 논문에서는 기존 렌더링 결과에 볼륨 경계 평면을 추가로 렌더링하는 방법을 제안한다. 이 방법은 주파수가 높은 경계 부분의 샘플링 간격을 줄여 화질을 향상시킨다. 한편 MIP는 샘플링 순서에 무관하므로 추가된 슬라이스는 기존 렌더링 영상을 손실시키지 않는다. 증가된 슬라이스는 경계부분인 여섯 평면에 불과하므로 렌더링 수행시간에는 거의 영향을 주지 않고 화질을 개선할 수 있다.

• Journal of Korean Neurosurgical Society
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• 제52권5호
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• pp.435-440
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• 2012

Objective : The purpose of this study is to find the optimal stiffness and volume of bone cement and their biomechanical effects on the adjacent vertebrae to determine a better strategy for conducting vertebroplasty. Methods : A three-dimensional finite-element model of a functional spinal unit was developed using computed tomography scans of a normal motion segment, comprising the T11, T12 and L1 vertebrae. Volumes of bone cement, with appropriate mechanical properties, were inserted into the trabecular core of the T12 vertebra. Parametric studies were done by varying the volume and stiffness of the bone cement. Results : When the bone cement filling volume reached 30% of the volume of a vertebral body, the level of stiffness was restored to that of normal bone, and when higher bone cement exceeded 30% of the volume, the result was stiffness in excess of that of normal bone. When the bone cement volume was varied, local stress in the bony structures (cortical shell, trabecular bone and endplate) of each vertebra monotonically increased. Low-modulus bone cement has the effect of reducing strain in the augmented body, but only in cases of relatively high volumes of bone cement (>50%). Furthermore, varying the stiffness of bone cement has a negligible effect on the stress distribution of vertebral bodies. Conclusion : The volume of cement was considered to be the most important determinant in endplate fracture. Changing the stiffness of bone cement has a negligible effect on the stress distribution of vertebral bodies.

• 한국콘텐츠학회논문지
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• 제10권4호
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• pp.106-114
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• 2010

메쉬 파라메터화는 입력으로 들어온 메쉬와 파라메터 영역 사이의 부드러운 일대일 대응함수를 구하는 것으로, 삼차원 스캐너를 통해 획득한 디지털 형상을 여러 가지 응용문제에 활용하기 위해 필요한 디지털 형상 처리의 핵심기반기술이다. 본 논문에서는 구형 위상구조를 가지는 삼차원 물체에 대해, 표면뿐만 아니라 내부를 포함한 물체 전체를 단일 입방정육면체로 하모닉 매핑하는 새로운 삼차원 볼륨파라메터화 방법을 제안한다. 제안하는 방법은 입력으로 들어온 볼륨메쉬의 표면을 정육면체와 동일한 위상구조를 가지는 여섯 개의 영역으로 나누고, 이를 이용하여 볼륨 파라메터화의 경계조건을 계산한다. 이후 경계조건을 만족하며 볼륨 내부의 하모닉 에너지를 최소화하는 하모닉 매핑을 계산하여 물체 내부까지 왜곡이 적은 삼차원 파라메터화 결과를 얻어낸다. 실험결과를 통해, 본 논문에서 제안하는 방법을 통해 다양한 구형 삼차원 모델에 대해 삼차원 볼륨파라메터화 결과를 효과적으로 얻을 수 있음을 확인하였다.