• 제목/요약/키워드: fatigue Model

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Affective Response to Feelings of Password Fatigue by Password Change Requirements

  • Sang Cheol Park
    • Asia pacific journal of information systems
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    • 제33권3호
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    • pp.603-623
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    • 2023
  • While prior work has conducted individuals' password security behavior, there is a relatively neglect to examine individuals' affect and feelings of password fatigue in password change context. Therefore, this study explicated individuals' affective response to the feelings of password fatigue by drawing on several theoretical lens. Survey data collected from 267 users were used to test the model using partial least square analysis. This study found that feelings of password fatigue positively affected the negative password fatigue-induced affect, and also both the feelings of password fatigue and the negative password fatigue-induced affect were negatively related to attitude toward changing passwords, which in turn, leads to the intention to change passwords. Furthermore, this study found that shadow work recognition negatively moderated the relationship between attitude and behavioral intention. This study could offer a new theoretical perspective to understand an individual's security behavior and provide empirical evidences for practitioners in charge of IT security in organizations.

피로 손상을 입은 직교 복합재료 적충보의 진동 특성 (Vibration Characterization of Cross-ply Laminates Beam with Fatigue Damage)

  • 문태철;김형윤;황운봉;전시문;김동원;김현진
    • Composites Research
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    • 제14권3호
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    • pp.1-9
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    • 2001
  • 피로 손상을 입은 복합재료 적층보의 모재 균열로 인한 유효 휨 강성 저하 모델를 제시하고 이 모형에 대한 고유 진동수 변화를 예측하는 새로운 비파괴 예측 모델을 개발하였다. 인장 하중하에서 피로 손상을 입은 직교 복합재료 적층보의 고유진동수는 유효 휨 강성 저하를 $0^{\circ}$층과 $90^{\circ}$층의 탄성 계수와 함수 관계로 둠으로서 복합재료 적층보의 피로수명을 예측하였다. 피로 하중하에서 복합재료 적층보의 $90^{\circ}$층 탄성 계수 저하와 다른 층($0^{\circ}$층)에 본래 갖고 있는 탄성 계수를 적층판 이론에 적용하여 유효 휨 강성을 유도하였다. 직교 복합재료 적층보에 대해 피로 실험시 초기의 파단 양상은 대개 $90^{\circ}$층에서의 모재 균열이 지배적으로 나타나는데, 이를 이용하여 고유진동수 감소 모델은 직교 복합재료 적층보에서의 고유진동수 대 피로 사이클 곡선을 나타낼 수 있었다. 이와 같은 고유진동수 감소 모델의 타당성을 입증하기 위하여 $[{90}_2/0_2]_s$ 탄소섬유/에폭시 복합재료 적층보에 대한 진동 실험을 수행하였다. 본 모델의 예측 결과와 실험 결과가 잘 일치하는 바 본 논문에서 제시한 강성 저하 모델의 타당성을 입증하였다.

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무릎들기 작업 시 전신피로 감지 수준과 근육 피로도를 활용한 다면적 피로현상 모델링 (Modeling the Multi-Dimensional Phenomenon of Fatiguing by Assessing the Perceived Whole Body Fatigue and Local Muscle Fatigue During Squat Lifting)

  • 임란아흐마드;김정룡
    • 산업경영시스템학회지
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    • 제41권4호
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    • pp.1-8
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    • 2018
  • Whole body fatigue detection is an important phenomenon and the factors contributing to whole body fatigue can be controlled if a mathematical model is available for its assessment. This research study aims at developing a model that categorizes whole body exertion into fatigued and non-fatigued states based on physiological and perceived variables. For this purpose, logistic regression was used to categorize the fatigued and non-fatigued subject as dichotomous variable. Normalized mean power frequency of eight muscles from 25 subjects was taken as physiological variable along with the heart rate while Borg scale ratings were taken as perceived variables. The logit function was used to develop the logistic regression model. The coefficients of all the variables were found and significance level was checked. The detection accuracy of the model for fatigued and non-fatigues subjects was 83% and 95% respectively. It was observed that the mean power frequency of anterior deltoid and the Borg scale ratings of upper and lower extremities were significant in predicting the whole body fatigued when evaluated dichotomously (p < 0.05). The findings can help in better understanding of the importance of combined physiological and perceived exertion in designing the rest breaks for workers involved in squat lifting tasks in industrial as well as health sectors.

Fatigue wind load spectrum construction based on integration of turbulent wind model and measured data for long-span metal roof

  • Liman Yang;Cong Ye;Xu Yang;Xueyao Yang;Jian-ge Kou
    • Wind and Structures
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    • 제36권2호
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    • pp.121-131
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    • 2023
  • Aiming at the problem that fatigue characteristics of metal roof rely on local physical tests and lacks the cyclic load sequence matching with regional climate, this paper proposed a method of constructing the fatigue load spectrum based on integration of wind load model, measured data of long-span metal roof and climate statistical data. According to the turbulence characteristics of wind, the wind load model is established from the aspects of turbulence intensity, power spectral density and wind pressure coefficient. Considering the influence of roof configuration on wind pressure distribution, the parameters are modified through fusing the measured data with least squares method to approximate the actual wind pressure load of the roof system. Furthermore, with regards to the wind climate characteristics of building location, Weibull model is adopted to analyze the regional meteorological data to obtain the probability density distribution of wind velocity used for calculating wind load, so as to establish the cyclic wind load sequence with the attributes of regional climate and building configuration. Finally, taking a workshop's metal roof as an example, the wind load spectrum is constructed according to this method, and the fatigue simulation and residual life prediction are implemented based on the experimental data. The forecasting result is lightly higher than the design standards, consistent with general principles of its conservative safety design scale, which shows that the presented method is validated for the fatigue characteristics study and health assessment of metal roof.

피로누적손상을 이용한 직조 CFRP의 피로수명 예측 (Fatigue Life Prediction of CFRP using Fatigue Progressive Damage Model)

  • 장재욱;조제형;오동진;김명현
    • 대한조선학회논문집
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    • 제52권3호
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    • pp.248-254
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    • 2015
  • The strength and fatigue life of Satin and Twill-woven CF/epoxy composite(CFRP) have been investigated. Damage mechanism fatigue method has been used to assess fatigue damage accumulation. It is based on measured residual stiffness and residual strength of carbon-fiber reinforced plastic(CFRP) laminates under cyclic loading. Fatigue damage evolution in composite laminates and predict fatigue life of the laminates were simulated by finite element analysis(FEA) method. The stress analysis was carried out in MSC patran/Nastran. A modified Hashin's failure criterion di rmfjapplied to predict the failure of the experimental data of fatigue life but a Ye-delamination criterion was ignored because of 2D modeling. Almost linear stiffness and strength degradation were observed during most of the fatigue process. These stress distribution data were adopted in the simulation to simulate fatigue behavior and estimate life of the laminates. From the results, the predicted fatigue life is more conservatively estimated than the experimental results.

자동차 방진고무부품의 피로수명 예측 및 평가 (A Study on the Fatigue Life Prediction and Evaluation of Rubber Components for Automobile Vehicle)

  • 우창수;김완두;권재도
    • 한국자동차공학회논문집
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    • 제13권6호
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    • pp.56-62
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    • 2005
  • The fatigue analysis and lifetime evaluation are very important in design procedure to assure the safety and reliability of the rubber components. Fatigue lifetime prediction methodology of the rubber component was proposed by incorporating the finite element analysis and fatigue damage parameter from fatigue test. Finite element analysis of 3D dumbbell specimen and rubber component were performed based on a hyper-elastic material model determined from material test. The Green-Lagrange strain at the critical location determined from the FEM was used for evaluating the fatigue damaged parameter of the natural rubber. Fatigue life of the rubber component are predicted by using the fatigue damage parameter at the critical location. Predicted fatigue lifes of the rubber component agreed fairly well the experimental fatigue lives.

엔드밀의 구조적 안전과 피로 파단에 대한 연구 (A Study on Structural Safety and Fatigue Failure of End Mill)

  • 조재웅
    • 한국융합학회논문지
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    • 제5권3호
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    • pp.17-22
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    • 2014
  • 기계 가공에서 사용되는 엔드밀의 사용 시, 공작물과 엔드밀 사이에 발생되는 응력과 밀링기계의 회전력과 공작물 가공에 사용되는 압력으로 인한 세 가지 엔드밀 모델들의 구조적 변형들을 시뮬레이션 해석에 의해서 연구한다. 이 결과들은 구조 및 피로해석으로 이루어진다. 해석 결과, Model 1이 Model 2나 Model 3보다 덜 변형되는 것을 알 수 있다. 그리고 최대 등가응력은 Model 1이 다른 형상의 모델에 비하여 가장 작은 것을 확인할 수 있으며, 3개의 모델 중 Model 1이 다른 모델에 비하여 더 큰 힘을 견딜 수 있을 것으로 사료된다. 본 연구의 결과를 엔드밀의 설계에 응용한다면, 그 파손 방지 및 내구성을 검토하는데 유용하게 활용될 것으로 사료된다.

A cumulative damage model for extremely low cycle fatigue cracking in steel structure

  • Huanga, Xuewei;Zhao, Jun
    • Structural Engineering and Mechanics
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    • 제62권2호
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    • pp.225-236
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    • 2017
  • The purpose of this work is to predict ductile fracture of structural steel under extremely low cyclic loading experienced in earthquake. A cumulative damage model is proposed on the basis of an existing damage model originally aiming to predict fracture under monotonic loading. The cumulative damage model assumes that damage does not grow when stress triaxiality is below a threshold and fracture occurs when accumulated damage reach unit. The model was implemented in ABAQUS software. The cumulative damage model parameters for steel base metal, weld metal and heat affected zone were calibrated, respectively, through testing and finite element analyses of notched coupon specimens. The damage evolution law in the notched coupon specimens under different loads was compared. Finally, in order to examine the engineering applicability of the proposed model, the fracture performance of beam-column welded joints reported by previous researches was analyzed based on the cumulative damage model. The analysis results show that the cumulative damage model is able to successfully predict the cracking location, fracture process, the crack initiation life, and the total fatigue life of the joints.

Assessment of load carrying capacity and fatigue life expectancy of a monumental Masonry Arch Bridge by field load testing: a case study of veresk

  • Ataei, Shervan;Tajalli, Mosab;Miri, Amin
    • Structural Engineering and Mechanics
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    • 제59권4호
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    • pp.703-718
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    • 2016
  • Masonry arch bridges present a large segment of Iranian railway bridge stock. The ever increasing trend in traffic requires constant health monitoring of such structures to determine their load carrying capacity and life expectancy. In this respect, the performance of one of the oldest masonry arch bridges of Iranian railway network is assessed through field tests. Having a total of 11 sensors mounted on the bridge, dynamic tests are carried out on the bridge to study the response of bridge to test train, which is consist of two 6-axle locomotives and two 4-axle freight wagons. Finite element model of the bridge is developed and calibrated by comparing experimental and analytical mid-span deflection, and verified by comparing experimental and analytical natural frequencies. Analytical model is then used to assess the possibility of increasing the allowable axle load of the bridge to 25 tons. Fatigue life expectancy of the bridge is also assessed in permissible limit state. Results of F.E. model suggest an adequacy factor of 3.57 for an axle load of 25 tons. Remaining fatigue life of Veresk is also calculated and shown that a 0.2% decrease will be experienced, if the axle load is increased from 20 tons to 25 tons.

고형암 환자의 암성피로에 대한 정신생리학적 엔트로피 모델 검증 (A Test for Psychobiologic Entropy Model on Cancer Related Fatigue among Patients with Solid Tumors)

  • 오창희;박현영;이지숙;최자윤
    • 성인간호학회지
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    • 제28권1호
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    • pp.1-12
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    • 2016
  • Purpose: The purpose of this study was to test a Winningham's psychobiologic entropy model (PEM) on cancer related fatigue (CRF) among patients with solid tumors. Methods: Participants consisted of 213 patients with solid tumors recruited from December, 2012 through June, 2013, in a university hospital, in Hwasun, South Korea. Primary symptoms, adjustment, physical activity, status of nutrition and fatigue were measured using structured questionnaires. Collected data were analyzed using SPSS 21.0 and AMOS 21.0 programs. Results: The modified model tested provided a reasonable fit to the data ($x^2=65.80$ [df=30, p<.001], TLI=.92, CFI=.95, RMSEA=.08, SRMR=.07). Primary symptoms (dyspnea, anxiety, depression and insomnia) had direct positive effects on CRF. Adjustment and status of nutrition showed indirect negative effects on CRF. However, the impact of physical activity was not significant. These variables explained 49.2% of the variance of CRF among solid tumor patients. Conclusion: The findings demonstrate that the tested model explain some CRF among solid tumor patients and warrant future research considering the cancer-related clinical factors of the given population.