• 한국추진공학회지
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• 제21권6호
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• pp.15-20
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• 2017

본 연구에서는 입자강화 복합재료의 파괴에너지와 변위장 특성에 대하여 분석하였다. 재료가 노출될 수 있는 온도인 상온, $-40^{\circ}C$와 $-60^{\circ}C$에서 쐐기쪼갬 시험을 수행하여 각 온도에 따른 재료의 파괴에너지를 산출하였다. 변위장과 변형률장은 DIC법을 활용하여 가시화 하였으며, 변위장은 DIC를 이용한 표시추적방법에 의해 측정하였다. 시험 결과, 온도가 낮아질수록 파괴에너지는 감소하였다. 표면 변위장은 상온과 $-40^{\circ}C$에서 유사하였고, $-60^{\circ}C$에선 입자강화 복합재료의 취성거동으로 인하여 크게 감소하였다. 변형률장에선 온도가 내려갈수록 전체적인 변형률범위가 감소하였다.

• 한국정밀공학회지
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• 제20권6호
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• pp.47-54
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• 2003

As a tool for strain measurement to work with screw driven or hydraulic material test systems, in which mechanical vibration is inherent, SSDG (Speckle Strain/Displacement Gage), ESP (Electronic Speckle Photography) and its 3-dimension version SDSP are evaluated for the theory and practical appliance. Through tension test of steel strips, their validity and shortcomings are examined. As the results, it has been shown that, although SSDG and ESP provide direct measurement of in-plane strain in one direction, they are so sensitive to the out-plane displacement. On the other hand, SDSP which is aided with DIC (Digital Image Correlation) technique to trace the movement of the speckles provides not only in-plane 2-dimensional displacement field, but also out-of-plane displacement simultaneously. However, because the DIC is time-consuming, not automated yet and it needs post-processing to evaluate strain from the displacement field, SDSP appears to be not adequate as a real time sensor.

• Structural Engineering and Mechanics
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• 제84권2호
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• pp.253-268
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• 2022

Using non-destructive Acoustic Emission (AE) and optical Digital Image Correlation (DIC) methods, the moment-curvature behavior of steel and GFRP bars reinforced concrete beams under flexure was explored in this study. In the tension zone, laboratory studies were carried out on steel-RC and GFRP-RC beams with varying percentages of longitudinal reinforcement ratios of 0.33 %, 0.52%, and 1.11%. The distinct mechanism of cracking initiation and fracture progression of failure in steel-RC and GFRP-RC beams were effectively correlated and picked up using AE waveform characteristics of the number of AE hits and their amplitudes, AE energy as well as average frequency and duration. AE XY event plots and longitudinal strain profiles using DIC gives an online and real-time visual display of progressive AE activity and strains respectively to efficaciously depict the crack evolution and their advancement in steel-RC and GFRP-RC beams. They display a close matching with the micro and macro-cracks visually observed in the actual beams at various stages of loading.

• 한국지반공학회논문집
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• 제27권7호
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• pp.5-16
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• 2011

고체 역학 및 유체 역학 분야에서 대상 물체의 변형, 변위 및 속도를 측정하기 위하여 디지털 이미지 해석 기법이 개발, 사용되고 있다. 지반 공학에서도 흙을 포함한 지반 구조물의 변형을 관측하기 위하여 Particle Image Velocimetry (PIV)와 Digital Image Correlation (DIC) 기법이 실내 시험 및 모형 시험 등에 적용되기 시작하는 추세이다. 이미지 해석은 시료의 종류 및 크기, 카메라 해상도, 해석 범위, 이미지 해석 조건에 영향을 받으므로, 다양한 조건에서의 정밀도를 평가하여 합리적으로 최적 조건을 결정할 필요가 있다. 본 연구에서는 디지털 이미지 해석 결과에 영향을 미치는 다양한 요소를 정리하였다. 그리고 높은 정확도의 해석 결과를 얻을 수 있는 최적의 이미지 해석 조건을 결정하는 절차를 제안하였으며 최종적으로 제안된 절차의 적용성을 점성토 시료에 대하여 검증하였다.

• 한국항공우주학회지
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• 제43권10호
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• pp.896-901
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• 2015

온도 구배에 의한 날개 외피의 열변형 특성을 연구하기 위하여 비행체 날개의 포켓 형상을 본 딴 프레임 외피 구조 시편을 제작하였다. 날개에 발생하는 온도 구배 현상을 효과적으로 모사하기 위하여 프레임 외피 시편의 프레임에 수냉 시스템을 개발, 적용하였다. 공력 특성에 영향을 미치는 날개 외피의 면외 열변형을 정량적으로 평가하기 위하여 디지털 영상 상관 기법(Digital Image Correlation technique, DIC)을 사용하고, 면외 변위 측정 불확도 평가를 통해 측정 정확도를 분석하였다. SUS304 소재로 만들어진 프레임 외피 구조 시편의 시험을 수행하여 온도에 따른 외피의 면외 변형 특성을 성공적으로 획득하였다.

• 한국생산제조학회지
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• 제23권5호
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• pp.498-504
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• 2014

Displacements and strains are very important for material evaluation as critical factors to a machine's life cycle and safety. Typically, the strain gauge has been employed to measure displacement and strain. However, this contact-type measurement method has disadvantages that are not quantified under the test conditions of a specific object shape, surface roughness, and temperature. In this paper, the measurement of deflection and flexural strain due to the three-point bending test is presented, employing Digital Image Correlation (DIC) methods. In order to ensure measurement reliability, DIC and universal test machine methods were compared by measuring the deflections and flexural strains developed by such bending tests.

• Journal of the Optical Society of Korea
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• 제17권5호
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• pp.399-404
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• 2013

This article proposes a digital image correlation (DIC) strain measurement method based on a finite element (FE) algorithm. A two-step digital image correlation is presented. In the first step, the gradient-based subpixels technique is used to search the displacements of a region of interest of the specimen, and then the strain fields are obtained by utilizing the finite element method in the second step. Both simulation and experiment processing, including tensile strain deformation, show that the proposed method can achieve nearly the same accuracy as the cubic spline interpolation method in most cases and higher accuracy in some cases, such as the simulations of uniaxial tension with and without noise. The results show that it also has a good noise-robustness. Finally, this method is used in the uniaxial tensile testing for Dahurian Larch wood specimens with or without a hole, and the obtained strain values are close to the results which were obtained from the strain gauge and the cubic spline interpolation method.

• International Journal of Concrete Structures and Materials
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• 제10권2호
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• pp.189-203
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• 2016

This paper investigates on the use of advanced optical measurement methods, i.e. 3D coordinate measurement machines (3D CMM) and stereo-vision digital image correlation (3D DIC), for the mechanical analysis of shear deficient prestressed concrete members. Firstly, the experimental program is elaborated. Secondly, the working principle, experimental setup and corresponding accuracy and precision of the considered optical measurement techniques are reported. A novel way to apply synthesised strain sensor patterns for DIC is introduced. Thirdly, the experimental results are reported and an analysis is made of the structural behaviour based on the gathered experimental data. Both techniques yielded useful and complete data in comparison to traditional mechanical measurement techniques and allowed for the assessment of the mechanical behaviour of the reported test specimens. The identified structural behaviour presented in this paper can be used to optimize design procedure for shear-critical structural concrete members.

• Geomechanics and Engineering
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• 제33권4호
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• pp.393-400
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• 2023

Displacements near crack and stress intensity factor (SIF) are key parameters to solve rock failure issue when using fracture mechanics. In order to study the horizontal displacement and stress intensity factor of the mode I fracture, a series of three-point bending tests of granite specimens with central notch were carried out. The evolution of horizontal displacements of precast notch and crack tip opening displacements (CTOD) were analyzed based on the digital image correlation (DIC) method. Stress intensity factors for three-point bending beams with arbitrary span-to-width ratios(S/W) were calculated by using the WU-Carlsson analytical weight function for edge-crack finite width plate and the analytical solution of un-cracked stress by Filon. The present study provides a high efficient and accurate method for fracture mechanics analysis of the three-point bending granite beams.

• 한국지반공학회논문집
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• 제25권12호
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• pp.119-130
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• 2009

흙의 변형을 측정하기 위해 적용되는 이미지 해석 기법으로는 Particle Image Velocimetry(PIV)와 Digital Image Correlation(DIC)가 있으며, 이 기법들이 더욱 널리 활용되기 위해서는 각 기법에 따라 다양한 조건에서 정밀도를 평가하는 연구가 필요하다. 본 연구에서는 이미지 해상도, 변위 및 변형 정도, 픽셀 집합의 크기 및 해석 기법의 다양한 요소를 고려하여 사질토의 변형을 관찰하기에 적합한 최적의 이미지 해석 기법을 제시하고자 한다. 개별요소법(DEM)을 이용하여 구성된 가상의 사질토 이미지를 활용하여 이미지 해석을 행하고 변위를 산정한 후, 개별 요소법의 변위와 비교하였다. 각 영향 요소들이 정확도에 미치는 영향을 분석하였고, 변위 및 변형 정도에 따라 최적의 이미지 해석조건을 제시할 수 있었다.