• 제목/요약/키워드: cracks pattern

검색결과 181건 처리시간 0.028초

결정질 태양전지 crack 패턴에 따른 전기적 특성 모델링 (The modeling of electrical characteristics with crack pattern in crystalline solar cell)

  • 송영훈;강기환;유권종;안형근;한득영
    • 한국태양에너지학회:학술대회논문집
    • /
    • 한국태양에너지학회 2011년도 추계학술발표대회 논문집
    • /
    • pp.239-244
    • /
    • 2011
  • In this paper, we analyzed the electrical characteristics with crack pattern in crystalline solar cell. crystalline solar cells with a thin substrate, even small shocks can be easily damaged. Before the module goes through many processes, because the solar cells are at risk of a crack. That occurred early in the PV module micro-crack is not easily detection by eye test or output test. Because the EL (Electroluminescence) device has been detected using. PV module is made by laminated of a variety of materials. By different properties of each material will affect the crack. For this reason, the crack will grow and affect the output. And We analyzed the three crack patterns in crystalline solar cell. A growth of cracks on crystalline solar cell was interpreted by analysing generated cracks on the PV modules. Based on this interpretation, an electrical output value was calculated by mathematical modeling on electrical output characteristic with each crack patterns.

  • PDF

실리콘 웨이퍼 마이크로크랙을 위한 대표적 분류 기술의 성능 평가에 관한 연구 (A Study on Performance Evaluation of Typical Classification Techniques for Micro-cracks of Silicon Wafer)

  • 김상연;김경범
    • 반도체디스플레이기술학회지
    • /
    • 제15권3호
    • /
    • pp.6-11
    • /
    • 2016
  • Silicon wafer is one of main materials in solar cell. Micro-cracks in silicon wafer are one of reasons to decrease efficiency of energy transformation. They couldn't be observed by human eye. Also, their shape is not only various but also complicated. Accordingly, their shape classification is absolutely needed for manufacturing process quality and its feedback. The performance of typical classification techniques which is principal component analysis(PCA), neural network, fusion model to integrate PCA with neural network, and support vector machine(SVM), are evaluated using pattern features of micro-cracks. As a result, it has been confirmed that the SVM gives good results in micro-crack classification.

An Application of a Magnetic Camera for an NDT System for Aging Aircraft

  • Kim, Jung-Min;Jun, Jong-Woo;Lee, Jae-Sun;Lee, Jin-Yi
    • 비파괴검사학회지
    • /
    • 제30권3호
    • /
    • pp.212-224
    • /
    • 2010
  • The usefulness of the magnetic camera for non-destructive testing of aging aircraft is discussed in this paper. The magnetic camera can be used f magnetic particle testing(MT), magnetic flux leakage testing(MFLT), eddy current testing(ECT) and penetration testing(PT). It measures the distribution of a magnetic field and visualizes the magnetic pattern. Near and far side cracks, fatigue, thickness degradation, and cracks under rivets have been detected. The possibility of quantitative evaluation was also examined. Using indirect experiments, we verified the detection ability of the sensor for cracks in titanium and advanced composite materials.

The effect of ball size on the hollow center cracked disc (HCCD) in Brazilian test

  • Haeri, Hadi;Sarfarazi, Vahab;Zhu, Zheming;Moradizadeh, Masih
    • Computers and Concrete
    • /
    • 제22권4호
    • /
    • pp.373-381
    • /
    • 2018
  • Hollow center cracked disc (HCCD) in Brazilian test was modelled numerically to study the crack propagation in the pre-cracked disc. The pre-existing edge cracks in the disc models were considered to investigate the crack propagation and coalescence paths within the modelled samples. The effect of particle size on the hollow center cracked disc (HCCD) in Brazilian test were considered too. The results shows that Failure pattern is constant by increasing the ball diameter. Tensile cracks are dominant mode of failure. These crack initiates from notch tip, propagate parallel to loading axis and coalescence with upper model boundary. Number of cracks increase by decreasing the ball diameter. Also, tensile fracture toughness was decreased with increasing the particle size. In this research, it is tried to improve the understanding of the crack propagation and crack coalescence phenomena in brittle materials which is of paramount importance in the stability analyses of rock and concrete structures, such as the underground openings, rock slopes and tunnel construction.

Research on eccentric compression of ultra-high performance fiber reinforced concrete columns

  • Ma, Kaize;Ma, Yudong;Liu, Boquan
    • Structural Engineering and Mechanics
    • /
    • 제71권3호
    • /
    • pp.211-221
    • /
    • 2019
  • To study the eccentric compression behavior of ultra-high performance fiber reinforced concrete (UHPFRC) columns, six UHPFRC columns and one high-strength concrete (HSC) column were tested. Variation parameters include load eccentricity, volume of steel fibers and stirrup ratio. The crack pattern, failure mode, bearing capacity, and deformation of the specimens were studied. The results showed that the UHPFRC columns had different failure modes. The large eccentric compression failure mode was the longitudinal tensile reinforcements yielded and many horizontal cracks appeared in the tension zone. The small eccentric compression failure mode was the longitudinal compressive reinforcements yielded and vertical cracks appeared in the compressive zone. Because of the bridging effect of steel fibers, the number of cracks significantly increased, and the width of cracks decreased. The load-deflection curves of the UHPFRC columns showed gradually descending without sudden dropping, indicating that the specimens had better deformation. The finite element (FE) analysis was performed to stimulate the damage process of the specimens with monotonic loading. The concrete damaged plasticity (CDP) model was adopted to characterize the behaviour of UHPFRC. The contribution of the UHPFRC tensile strength was considered in the bearing capacity, and the theoretical calculation formulas were derived. The theoretical calculation results were consistent with the test results. This research can provide the experimental and theoretical basis for UHPFRC columns in engineering applications.

정밀안전진단 결과를 활용한 NATM터널(무근)의 라이닝 균열 종류별 발생원인 및 분석 - Part I (Analysis and cause of occurrence of lining cracks on NATM tunnel based on the precise inspection for safety and diagnosis - Part I)

  • 추진호;박성우;김형탁;지기환;윤태국
    • 한국터널지하공간학회 논문집
    • /
    • 제13권3호
    • /
    • pp.199-214
    • /
    • 2011
  • 균열, 누수, 박락, 철근노출, 부식, 탄산화 등은 터널 라이닝 건전도 평가항목으로 그 중에서 균열은 주요한 영향요인이다. 1980년 이후로, NATM은 터널의 굴착방법과 링폐합의 지반공학적 개념의 보급과 함께 넓게 적용되었으며, 라이닝에 발생된 균열의 연구도 진행되었으나 종균열에 제한된 연구가 주로 수행되었다. 본 논문에서는 11개의 공용중인 NATM터널의 정밀안전진단 결과를 활용하여 공간적인 위치 및 형태별로 분석하여 터널별 공통된 7개의 균열을 정의, 원인 및 분석, 사례 등을 나타내었다. 종류별 균열은 CCD스캐너 이미지를 3차원으로 분석하여 향후 NATM터널 정기점검 및 정밀안전진단 시 유익한 사례가 휠 수 있도록 하였다.

Development and Characterization of Pattern Recognition Algorithm for Defects in Semiconductor Packages

  • Kim, Jae-Yeol;Yoon, Sung-Un;Kim, Chang-Hyun
    • International Journal of Precision Engineering and Manufacturing
    • /
    • 제5권3호
    • /
    • pp.11-18
    • /
    • 2004
  • In this paper, the classification of artificial defects in semiconductor packages is studied by using pattern recognition technology. For this purpose, the pattern recognition algorithm includes the user made MATLAB code. And preprocess is made of the image process and self-organizing map, which is the input of the back-propagation neural network and the dimensionality reduction method, The image process steps are data acquisition, equalization, binary and edge detection. Image process and self-organizing map are compared to the preprocess method. Also the pattern recognition technology is applied to classify two kinds of defects in semiconductor packages: cracks and delaminations.

철근콘크리트 구조물의 균열원인 진단을 위한 전문가 시스템 개발 (Development of Experty System for Diagnosing the Causes of Cracks In Reinforced Concrete)

  • 오병환;신경준;형상수
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
    • /
    • pp.495-498
    • /
    • 1999
  • This paper examines a diagnostic model based on the concept of rule and fuzzy pattern recognition. One example is presented to demonstrate the feasibility of the model in diagnosing crack formations in reinforced concrete structures and the result by the expert system is generally satisfactory

  • PDF

Numerical simulation and experimental investigation of the shear mechanical behaviors of non-persistent joint in new shear test condition

  • Wang, Dandan;Zhang, Guang;Sarfarazi, Vahab;Haeri, Hadi;Naderi, A.A.
    • Computers and Concrete
    • /
    • 제26권3호
    • /
    • pp.239-255
    • /
    • 2020
  • Experimental and discrete element method were used to investigate the effects of joint number and its angularities on the shear behaviour of joint's bridge area. A new shear test condition was used to model the gypsum cracks under shear loading. Gypsum samples with dimension of 120 mm×100 mm×50 mm were prepared. the length of joints was 2cm. in experimental tests, the joint number is 1, 2 and 3 and its angularities change from 0° to 90° with increment of 45°. Assuming a plane strain condition, special rectangular models are prepared with dimension of 120 mm×100 mm. similar to joints configuration in experimental test, 9 models with different joint number and joint angularities were prepared. This testing show that the failure process is mostly governed by the joint number and joint angularities. The shear strengths of the specimens are related to the fracture pattern and failure mechanism of the discontinuities. The shear behaviour of discontinuities is related to the number of induced tensile cracks which are increased by increasing the rock bridge length. The strength of samples decreases by increasing the joint number and joint angularities. Failure pattern and failure strength are similar in both of the experimental test and numerical simulation.

Comprehensive Analysis on Wrinkled Patterns Generated by Inflation and Contraction of Spherical Voids

  • Lim, Min-Cheol;Park, Jaeyoon;Jung, Ji-Hoon;Kim, Bongsoo;Kim, Young-Rok;Jeong, Unyong
    • International Journal of Precision Engineering and Manufacturing-Green Technology
    • /
    • 제5권5호
    • /
    • pp.651-658
    • /
    • 2018
  • We comprehensively investigated the wrinkles of a stiff layer covering a spherical void embedded in a rubber matrix after the void experienced inflation or contraction. We developed an easy experimental way to realize the inflation and contraction of the voids. The inflation took place in a void right beneath the surface of the matrix and the contraction happened in a void at the bottom of the rubber matrix. In the inflation, the wrinkle at the center of the deformation was random, and the pattern propagated into rabyrinthine, herringbone, and then oriented parallel lines as the position was away from the center of the inflation to the edge. The cracks were concentric, which were perpendicular to the parallel wrinkled pattern. In the contraction, the wrinkle was simply concentric around the surface of the void without any crack. The cracks were found only near the center of the deformation. The strain distribution in the stiff layer after the inflation and contraction was theoretically analyzed with simulations that were in excellent agreement with the experimental results.