• Proceedings of the Korean Institute of Intelligent Systems Conference
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• 1998.03a
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• pp.157-160
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• 1998

본 논문에서는 동영상으로부터 에지 정보와 형판 변형을 통해 얼굴의 추출하고 그 특징을 기반으로 하는 추적 기법을 제안한다. 본 논문에서 제안하는 추적기법은 추출된 특징에 기반을 추적 지법으로 초기에 모자익 영상을 이용하여 얼굴 부분을 찾고 찾아진 얼굴 부분에 에지 연산자를 적용하여 에지를 추출한다. 에지 영상이 얻어지면 에지 영상에서 영역의 크기와 모양, 그리고 관계 검증을 통해 대략적인 눈 영역을 추출한다. 눈 영역이 찾아지면 이를 바탕으로 입 영역에 대한 후보 영역에 대하여 이진화를 수행하고 히스토그램 프로젝션을 통해 대략적인 입 영역을 추출한다. 추출된 눈 영역과 입 영역에 각각의 형판을 사용해 형판 변형을 하고 초기 매개변수를 추출한다. 추출된 매개변수는 다음 프레임에서 형판의 초기 값으로 사용된다. 그리고 나서 형판에 대하여 변형(deformation) 과정을 수행한다. 이 과정을 반복함으로써 추적 과정을 수행한다.

• Journal of the Korea Concrete Institute
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• v.21 no.2
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• pp.121-127
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• 2009

The failure behavior of RC structure was exceedingly affected by the size and the local strain distribution of the failure zone due to the strain localization behavior on the tension softening materials. However, it is very difficult to quantify and assess the local strain occurring in the failure zone by the conventional test method. In this study, image processing technology, which is available to measure the strain up to the complete failure of RC structures, was used to estimate the local strain distribution and the size of failure zone. In order to verify the reliability and validity for the image processing technology, the strain transition acquired by the image processing technology was compared with strain values measured by the concrete gauge on the uniaxial compressive specimens. Based on the verification of image processing technology for the uniaxial compressive specimens, the size and the local strain distribution of the failure zone of deep beam was measured using the image processing technology. With the results of test, the principal tensile/compressive strain contours were drawn. Using the strain contours, the size of the failure zone and the local strain distribution on the failure of the deep beam was evaluated. The results of strain contour showed that image processing technology is available to assess the failure behavior of deep beam and obtain the local strain values on the domain of the post-peak failure comparatively.

• Magazine of the Korea Concrete Institute
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• v.9 no.5
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• pp.115-125
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• 1997

콘크리트의 변형률국소화는 콘크리트의연화거동에 수반되어 변형이 국부적으로 집중되는 현상이다. 본 연구의 목적은 인장과 압축하중상태에서 콘크리트 부재에 발생하는 콘크리트 변형률 국소화 거동을 해석적으로 재현할 수 있는 통일된 모형을 제안하는 것이다. 본 논문에서는 인장과 압축에 대하여 변형률국소화가 일어나는 콘크리트 부재를 변형률 연화가 일어나는 국소화영역과 탄성제하가 발생하는 비국소화영역으로 구분하여 모델링하는 통일된 모형을 제안하였다. 또한 제안된 모형에서 미시역학적 평균화기법을 이용해 평균등가탄성계수와 수정된 평균등가탄성계수를 구하여 시편의 크기와 국소화영역의 크기에 따는 해석을 수행하였으며 기존의 실험값과 비교하였다. 연구결과, 본 연구에서의 변형률국소화모형이 크기효과를 포함한 콘크리트의 변형률국소화거동 해석에 타당하게 적용될 수 있음을 보여주었다.

• Computational Structural Engineering
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• v.10 no.3
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• pp.241-250
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• 1997

The strain localization of concrete is a phenomenon such that the deformation of concrete is localized in finite region along with softening behavior. The objective of this paper is to develop a plasticity and damage algorithm for the finite element analysis of the strain-localization in concrete. In this paper, concrete member under strain localization is modeled with localized zone and non-localized zone. For modeling of the localized zone in concrete under strain localization, a general Drucker-Prager failure criterion by which the nonlinear strain softening behavior of concrete after peak-stress can be considered is introduced in a thermodynamic formulation of the classical plasticity model. The return-mapping algorithm is used for the integration of the elasto-plastic rate equation and the consistent tangent modulus is also derived. For the modeling of non-localized zone in concrete under strain localization, a consistent nonlinear elastic-damage algorithm is developed by modifying the free energy in thermodynamics. Using finite element program implemented with the developed algorithm, strain localization behaviors for concrete specimens under compression are simulated.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05c
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• pp.59-64
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• 1996

316L강에 질소를 첨가한 경우의 동적변형시효의 영향을 조사하기 위하여 질소량을 0.011~0.151%까지 변화시킨 시편을 1$\times$$10^{-2}$/sec, 2$\times$$10^{-3}$/sec, 2$\times$$10^{-4}$/sec의 변형속도로 상온~1023 K의 범위에서 인장시험을 수행하였다. 질소를 첨가하면 동적변형시효가 발생되는 구간이 고온쪽으로 이동하였다. 변형속도가 2$\times$$10^{-3}$/sec일때 동적변형시효가 발생되는 임계변형은 773 K에서는 질소량에 따라서 증가하는 경향을 나타내었다. 873 K에서는 임계변형은 질소량에 따라 거의 일정한 값을 나타내었지만 B형태에서 A형태로 전이되는 변형량은 질소량이 0.1%까지는 증가하다가 그 이후로는 거의 일정하게 되었다. 동적변형시효를 위한 활성화에너지를 구해본 결과 저온영역에서는 23.4~26.24 kcal/mol이고 고온영역에서는 65~76.6 kcal/mol이었다. 이 값을 여러 연구자들의 결과와 비교해 볼때 동적변형시효를 일으키는 원소는 공공과 Cr이고, 질소를 첨가하면 질소가 Cr과 상호작용을 하여 Cr의 이동을 느리게 함으로써 동적변형시효를 지연시켰다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.15 no.1
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• pp.209-217
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• 1991

We have carried out a preliminary study to search for the new fracture mechanics parameter which can effectively estimate the fatigue life. In this study, the distribution of local fatigue strains near a fatigue crack tip was detailedly revealed using by fine dot grid strain measurement method. From these results, a single parameter (.DELTA.A), which characterize local fatigue strain field, was nearly proposed by the authors.

• Journal of the Korean Geotechnical Society
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• v.18 no.1
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• pp.29-39
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• 2002

In order to evaluate the behavior of overall range from small strain to failure, the triaxial compression tests with LVDTs were performed for local displacement measurements. According to the result it was possible to evaluate the total range behavior from 0.001% to 10% and both secant moduli of undisturbed and disturbed weathered soils had a similar result in the small slain level. The normalized shear moduli$(G/G_{max})$ in the undrained triaxial compression tests were similar to those of resonant column tests but the maximum shear moduli$(G/G_{max})$ were strongly affected by the ratio of saturation. As a result of parametric study a constitutive model with anisotropic hardening could predict the behavior of total strain range.

• Journal of Korean Society of Steel Construction
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• v.18 no.2
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• pp.271-278
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• 2006

This paper is to investigate into the stress-strain curves for austenite stainless steel STS 304 over the full strain range. The Ramberg-Osgood expression is useful up to the beyond the0.2% proof stress in the ultimate state. The Rasmussen curve has developed for stresses beyond 0.2% proof stress, based on the Ramberg-Osgood concept. These expressed curves don't good agree with the test results. It is here proposed the based on the analysis of the test results better curve.

• Journal of the Society of Naval Architects of Korea
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• v.39 no.1
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• pp.82-89
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• 2002

The inherent strain method is known to be very effective in predicting the plate deformation by line heating. Traditionally the inherent strain regions have been determined from the temperature distribution and the phase transformation regions(Ac3) of welding experiments. Since the phenomena of line heating are similar to those of welding, the experimental results under the same welding conditions have been applied directly to line heating analysis. The results cannot, however, reflect the effect of heating pattern and plate thickness. Besides, water-cooling in the actual heating process can alter the steel's phase to martensite and shear plastic deformation occurs during the transformation. In this study, the experimental measurement of temperature distribution was substituted with a transient heat transfer analysis using FEM so that we could obtain the temperature distribution according to heat flux models of the heating pass. In order to consider plastic strains occurring additionally under phase transformation, inherent strain regions were assumed to be limited to the eutectoid temperature(Ac1). Using the regions, plate deformations could be predicted to validate our method and the results were in good agreement with the experimental ones

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.1
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• pp.54-62
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• 2019

In this paper, a stress-strain model for high-strength confined concrete is proposed using compressive fracture energy. In the compression test performed by author in Reference [6], an acrylic bar with strain gauges was embedded in the center of the specimen to measure the local strain distribution. It was found from the test that the local strain measurement by this acrylic rod is very effective. The local fracture zone length was defined based on the local strain distribution measured by the acrylic rod. Specifically, it was defined as the length where the local strain increases more than twice of the strain corresponding to maximum stress. In addition, the stress-strain relationship of confined concrete with compressive fracture energy is proposed on the assumption that the amount of energy absorbed by the compressive members subjected to the given lateral confining pressure is constant regardless of the aspect ratio and size. The proposed model predicts even results from other researchers accurately.