• 제목/요약/키워드: Damage parameters

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단감(Diospyros kaki)의 동상해 평가를 위한 엽록소 형광 이미지 분석법의 활용 (Application of Chlorophyll a Fluorescence Imaging Analysis for Selection of Rapid Frozen Sweet Persimmon Fruits)

  • 유성영;박소현;이민주;박종용;강홍규;강성구;김태완
    • 한국환경농학회지
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    • 제34권3호
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    • pp.210-216
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    • 2015
  • BACKGROUND: In korea, sweet persimmon(Diospyros kaki) cultivation is front to abiotic stresses such as frost damage at fruit maturing stage. The cold and rapid freezing stresses are most damaging to fruit production which is most actively progressed in late fall. This study was performed to evaluate the validity of chlorophyll fluorescence imaging(CFI) technology to determine the degree of frost damage in sweet persimmon fruits. METHODS AND RESULTS: The sweet persimmon fruits were measured separately for each treatment(15, 30, 60 minutes) at 24 hours after treatment(HAT) rapid freezing. A CFI FluorCam (FC 1000-H, PSI, Czech Republic) was used to measure the fluorescence images of the fruits. In rapid freezing for 15 minutes, photochemical parameters were not changed. However, in rapid freezing for 30 and 60 minutes, photochemical parameters were lowered. Especially, $F_m$, $F_v$, $F_v/F_m$ and ${\Phi}PSII$ values were declined under rapid freezing. CONCLUSION: In our study, it was clearly indicated that the rapid freezing could be a stress in sweet persimmon fruits. The CFI analysis and its related parameters are applicable as a rapid assessing technique for the determination of frost damage.

AEKF(Adaptive Extended Kalman Filter)를 이용하는 건축 구조물의 손상탐지 (Damage Detection of Building Structures using AEKF(Adaptive Extended Kalman Filter))

  • 윤다요;김유석;박효선
    • 한국전산구조공학회논문집
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    • 제32권1호
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    • pp.45-54
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    • 2019
  • 본 논문에서는 EKF기법의 초기 파라미터 설정에 따른 상태벡터의 발산 문제를 해결하고자 AEKF기법을 제시한다. EKF기법의 초기 파라미터는 상태벡터 수렴 및 안정성에 중요한 역할을 함으로 초기 파라미터의 적절한 설정은 EKF를 사용함에 있어 매우 중요하다. AEKF방법은 초기 파라미터인 P행렬을 k스텝마다 업데이트하여 초기 상태벡터의 변화에 민감하게 반응할 수 있으며, 또한 초기 상태벡터와 실제 시스템 모델과의 차이가 크게 발생하여도 적응적으로 P행렬의 값을 조절하여 상태벡터의 수렴을 가능하게 한다. 또한 Q행렬 및 R행렬을 k스텝 업데이트하여 상태벡터의 수렴 안정성을 더욱 확보하였다. 3DOF시스템을 통해서 AEKF기법의 결과와 EKF, UKF기법을 비교 검증하였다.

음향초음파와 음향방출에 의한 복합재료-금속 접착접합부의 피로손상 평가 (Assessment of Fatigue Damage of Adhesively Bonded Composite -Metal Joints by Acousto-Ultrasonics and Acoustic Emission)

  • 권오양;이경주
    • 비파괴검사학회지
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    • 제21권4호
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    • pp.425-433
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    • 2001
  • 복합재료-금속 접착접합부가 사용 중 반복 하중을 받을 때 발생하는 피로 손상도를 음향초음파(acousto-ultrasonics; AU)법과 음향방출(acoustic emission; AE)법을 이용하여 평가하였다. 피로시험에는 단일겹치기(single-lap) 시험편을 사용하였으며, AU법을 통해 취득한 신호로부터 음향초음파변수(acousto-ultrasonic parameters; AUP)와 피로손상과의 상관관계 곡선을 얻고, AE법에서는 누적 AE events를 통한 피로손상과의 상관관계 곡선을 얻어, AU법과 AE법의 결과를 비교하였다. 이 곡선들은 피로손상에 의한 고분자기지 복합재료의 강성 저하$(E/E_0)$를 나타내는 곡선과 매우 유사하며, 이를 바탕으로 피로 손상도의 예측과 잔여 수명의 예측이 가능하다. 또한 피로 하중의 초기 단계와 피로손상의 누적에 의해 급격한 변화가 나타나는 단계의 파형 주파수 성분을 비교하여, 피로 파괴의 마지막 단계에서 나타나는 신호 중에는 본격적인 피로손상에 의해 발생하는 AE 신호 성분이 포함되어 있음을 확인할 수 있었다.

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콘크리트 교량의 손상도 곡선 개발 (Development of Fragility Curves of Concrete Bridges)

  • 김상훈;김두희;서형렬;김종인
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2003년도 추계 학술발표회논문집
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    • pp.319-325
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    • 2003
  • The fragility curves of seismic retrofitted bridges by steel jacketing of bridge columns and restrainers at expansion joints after the 1994 Northridge earthquake are developed. Fragility curves are represented by lognormal distribution functions with two parameters(fragility parameters consisting of median and log-standard deviation) and developed as a function of peak ground acceleration (PGA). Two parameters in the lognormal distribution are estimated by the maximum likelihood method. The sixty ground acceleration time histories for Los Angeles area developed for FEMA SAC project are used for the dynamic analysis of the bridges and a computer code is developed to calculate hysterestic parameters of bridge columns before and after steel jacketing. The effect of retrofit is expressed in terms of the increase of the median value of the fragility curve for the retrofitted bridge from that of the bridge before retrofit. The comparison of fragility curves of the bridges before and after column retrofit demonstrates that the improvement of the bridges with steel jacketing on the seismic performance is excellent for the damage states defined in this study. The comparison of fragility curves of the bridges before and after restrainers at expansion joints also shows the improvement in the seismic performance of restrained bridges for the severe damage states.

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The antioxidant roles of L-carnitine and N-acetyl cysteine against oxidative stress on human sperm functional parameters during vitrification

  • Ghorbani, Fatemeh;Nasiri, Zohreh;Koohestanidehaghi, Yeganeh;Lorian, Keivan
    • Clinical and Experimental Reproductive Medicine
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    • 제48권4호
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    • pp.316-321
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    • 2021
  • Objective: Amino acids can protect sperm structure in cryopreservation due to their antioxidant properties. Therefore, the present study aimed to investigate the protective effect of L-carnitine (LC) and N-acetyl cysteine (NAC) on motility parameters, plasma membrane integrity (PMI), mitochondrial membrane potential (MMP), DNA damage, and human sperm intracellular reactive oxygen species (ROS) during vitrification. Methods: Twenty normal human sperm samples were examined. Each sample was divided into six equal groups: LC (1 and 10 mM), NAC (5 and 10 mM), and cryopreserved and fresh control groups. Results: The groups treated with LC and NAC showed favorable findings in terms of motility parameters, DNA damage, and MMP. Significantly higher levels of intracellular ROS were observed in all cryopreserved groups than in the fresh group (p≤0.05). The presence of LC and NAC at both concentrations caused an increase in PMI, MMP, and progressive motility parameters, as well as a significant reduction in intracellular ROS compared to the control group (p≤0.05). The concentrations of the amino acids did not show any significant effect. Conclusion: LC and NAC are promising as potential additives in sperm cryopreservation.

자연재해 평가를 위한 방재기상 DB 정보 (Prevention Meteorological Database Information for the Assessment of Natural Disaster)

  • 최효진;박종길;정우식
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2007년도 정기총회 및 학술발표대회
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    • pp.315-318
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    • 2007
  • In order to reduce the amount of damage from natural disasters, we needs prevention meteorological database classified into the cause of disaster, damage elements etc. For this, we have analyzed four data, such as Statistical yearbook of calamities issued by the National Emergency Management Agency and Annual Climatological Report issued by the Korea Meteorological Administration and Recently 10 years for natural disaster damage and Statistics Yearbook from the Ministry of Government Administration and Human affairs. Through the analysis of disaster data, we have selected input variables, such as causes and elements, occurrence frequencies, vulnerable areas of natural disaster, etc. In order to reduce damage from natural disaster, the prevention activities and forecasting based on meteorological parameters and damage datas are required. In addition, it is necessary to process meteorological information for disaster prevention activities. Through these procedure, we have established the foundation of database about natural disasters. This database will be used to assess the natural disasters and build risk model and natural disasters mitigation plan.

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내재민감도 함수를 이용한 단열타일의 손상 탐지 기법 (Structural Damage Detection for Metal Panel Using Embedded Sensitivity Functions)

  • 양철호;더글러스 아담스
    • 한국소음진동공학회논문집
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    • 제15권6호
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    • pp.697-705
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    • 2005
  • Vibration-based damage identification method using embedded sensitivity functions is discussed. The theory of embedded sensitivity functions is reviewed and applied to identify damage in a three degree-of-freedom system and a metallic panel. Embedded sensitivity functions are algebraic combinations of measured frequency response functions that reflect changes in the response of mechanical systems when mass, damping or stiffness parameters are changed. By comparing the embedded sensitivity functions with finite difference functions using undamaged and damaged frequency response functions, damage is shown to be properly detected, located and quantified in theory and practice assuming that structures of interest are only damaged in one location. Simulated and experimental results indicate that the technique is most effective when changes to frequency response functions are small to avoid distorsions in the estimated perturbations due to variations in the sensitivity functions.

역전파신경회로망을 이용한 피로손상모델링에 관한 연구 (A Study on Fatigue Damage Modeling Using Back-Propagation Neural Networks)

  • 조석수;장득열;주원식
    • 한국자동차공학회논문집
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    • 제7권6호
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    • pp.258-269
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    • 1999
  • It is important to evaluate fatigue damage of in-service material in respect to assure safety and remaining fatigue life in structure and mechanical components under cyclic load . Fatigue damage is represented by mathematical modelling with crack growth rate da/dN and cycle ration N/Nf and is detected by X-ray diffraction and ultrasonic wave method etc. But this is estimated generally by single parameter but influenced by many test conditions The characteristics of it indicates fatigue damage has complex fracture mechanism. Therefore, in this study we propose that back-propagation neural networks on the basis of ration of X-ray half-value breath B/Bo, fractal dimension Df and fracture mechanical parameters can construct artificial intelligent networks estimating crack growth rate da/dN and cycle ratio N/Nf without regard to stress amplitude Δ $\sigma$.

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Effects of tendon damage on static and dynamic behavior of CFTA girder

  • Vu, Thuy Dung;Lee, Sang Yoon;Chaudhary, Sandeep;Kim, Dookie
    • Steel and Composite Structures
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    • 제15권5호
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    • pp.567-583
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    • 2013
  • Experimental studies and finite element analyses have been carried out to establish the effect of tendon damage on the structural behavior of concrete filled tubular tied arch girder (CFTA girder). The damage of tendon is considered in different stages by varying the number of damaged cables in the tendon. Static and dynamic structural parameters are observed at each stage. The results obtained from the experiments and numerical studies have been compared to validate the studies. The tendons whose damage can significantly affect the stiffness of the CFTA girder are identified by performing the sensitivity analysis. The locations in the girder which are sensitive to the tendon damage are also identified.