• 제목/요약/키워드: Cycles To Failure

검색결과 423건 처리시간 0.033초

Reliable Fault Diagnosis Method Based on An Optimized Deep Belief Network for Gearbox

  • Oybek Eraliev;Ozodbek Xakimov;Chul-Hee Lee
    • 드라이브 ㆍ 컨트롤
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    • 제20권4호
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    • pp.54-63
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    • 2023
  • High and intermittent loading cycles induce fatigue damage to transmission components, resulting in premature gearbox failure. To identify gearbox defects, numerous vibration-based diagnostics techniques, using several artificial intelligence (AI) algorithms, have recently been presented. In this paper, an optimized deep belief network (DBN) model for gearbox problem diagnosis was designed based on time-frequency visual pattern identification. To optimize the hyperparameters of the model, a particle swarm optimization (PSO) approach was integrated into the DBN. The proposed model was tested on two gearbox datasets: a wind turbine gearbox and an experimental gearbox. The optimized DBN model demonstrated strong and robust performance in classification accuracy. In addition, the accuracy of the generated datasets was compared using traditional ML and DL algorithms. Furthermore, the proposed model was evaluated on different partitions of the dataset. The results showed that, even with a small amount of sample data, the optimized DBN model achieved high accuracy in diagnosis.

고장력볼트의 인장피로강도에 관한 실험적 연구 (Experimental Study on Tensile Fatigue Strength of the High Strength Bolts)

  • 한종욱;박영석
    • 대한토목학회논문집
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    • 제28권2A호
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    • pp.165-170
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    • 2008
  • 각국의 강구조물 시공현장에서 사용되고 있는 고장력볼트의 인장강도는 일반적으로 1,000 MPa급이 주종을 이루고 있으나, 고강도강과 극후판의 개발과 교량 지간의 장대화로 인하여 강도가 큰 새로운 볼트 개발이 요구되고 있다. 한편, 반복적인 하중이 작용하는 곳에서 인장연결부에 사용되는 고장력볼트에 인장피로파괴 사례가 발생되고 있으나 아직까지 우리나라에서는 이에 대한 이론 및 실험적인 연구가 없는 실정이다. 따라서, 본 연구에서는 현재 일반적으로 사용하고 있는 F8T, F10T볼트와 새로이 개발된 F13T, F13T-N볼트에 대해서 인장피로실험을 수행하였다. 고장력볼트에 대한 피로강도평가는 반복횟수 200만회에 95% 하한신뢰도분석을 하여 수행하였고, 이를 기초로 3가지의 피로강도 기준안을 제시하였다. 또한, KS나사형상의 볼트와 새로이 제안된 나사선 형상의 볼트에 대한 피로강도에 대해서 비교 검토하였다.

콘크리트충전 강합성 교각의 구조적 거동에 관한 연구 (The Study on the Structural Behavior of Concrete-filled Composite Piers)

  • 김유경
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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    • pp.151-158
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    • 2000
  • In this paper, It is presented that concrete-filled composite piers have large energy-absorption capacity and high strength and stiffness on account of mutual confinement between the steel plate and filled-in concrete. Concrete-filled composite columns were tested to failure under axial compression and cyclic lateral loading. Displacement ductility index obtained by using the load-displacement relation has been increased with the increment of filled-in concrete length, while it has been decreased according to the incrementation of width-thickness ratio, slenderness ratio and the number of loading cycles. Structural behavior and ductility index estimated for the seismic design showed that composite piers could be used as a very efficient earthquake-resistant structural member. The response modification factor could be re-evaluated for concrete-filled composite piers.

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LOW CYCLE THERMAL FATIGUE OF THE ENGINE EXHAUST MANIFOLD

  • Choi, B.L.;Chang, H.;Park, K.H.
    • International Journal of Automotive Technology
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    • 제5권4호
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    • pp.297-302
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    • 2004
  • This paper presents the low cycle thermal fatigue of the engine exhaust manifold subject to thermo-mechanical cyclic loading. As a failure of the exhaust manifold is mainly caused by geometric constraints of the less expanded inlet flange and cylinder head, the analysis is based on the exhaust system model with three-dimensional temperature distribution and temperature dependent material properties. The result show that large compressive plastic deformations are generated at an elevated temperature of the exhaust manifold and tensile stresses are remained in several critical zones at a cold condition. From the repetition of these thermal shock cycles, maximum plastic strain range (0.454%) could be estimated by the stabilized stress-strain hysteresis loops. It is used to predict the low cycle thermal fatigue life of the exhaust manifold for the thermal shock test.

Al-Si-Ca 합금 폼의 피로 거동에 대한 두께 효과 (Thickness Effect on Compressive Fatigue Behavior of Al-Si-Ca Alloy Foam)

  • 김일현;마이눌;김엄기
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.179-182
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    • 2007
  • The compressive fatigue tests on the closed cell Al-Si-Ca alloy foams with two different thicknesses were performed using a load ratio of 0.1. The quasi-static and cyclic compressive behaviors were obtained respectively. The fatigue stress-life (S-N) curves were evaluated from the obtained cyclic compressive behaviors. S-N curves were presented for the onset of progressive shortening. It turned out that the fatigue strength showed higher value for the thicker foam and the onset of shortening of thinner foam took place earlier. The crushing was found to initiate in a single band which broadens gradually with additional fatigue cycles. Progressive shortening of the specimen took place due to a combination of low cycle fatigue failure and cyclic ratcheting.

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음향방출법을 이용한 스테인레스강 피로수명 예측 (Fatigue Life Prediction of Stainless Steel Using Acoustic Emission)

  • 김용환;정창규;양유창;한경섭
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.193-198
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    • 2001
  • The feasibility of the acoustic emission technique in predicting the residual fatigue life of STS304 stainless steel is presented. Acoustic emission was continuously monitored during the fatigue tests. Considerable acoustic emission occurred during the first few cycles. Acoustic Emission increased rapidly at about 90% of the fatigue life, clear and ample warning of impending fatigue failure was observed. Fatigue damage accumulation was evaluated in terms of an AE cumulative counts. The AE cumulative counts may be taken as an indicator of fatigue cumulative damage. Fatigue damages corresponding to 20, 40, 60 and 80% of the total life were induced at a cyclic stress amplitude. The specimens with and without fatigue damage were subjected to tensile tests. In tensile tests, the total cumulative counts were reduced with increasing fatigue damage. It was observed that the residual tensile strength of material did not change significantly with prior cyclic loading damages.

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이온질화처리한 SCM4 강의 회전굽힘 부식피로 특성에 관한 연구 (A Study on the Corrosion Fatigue Characteristics of Ion-nitrided SCM4 Steel in Rotationg Bending)

  • 이두용;우창기
    • 한국정밀공학회지
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    • 제6권1호
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    • pp.75-84
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    • 1989
  • This paper deals with the effect of $N_2$ and $H_2$gas mixture ratio and ion-nitriding time in the corrosion fatigue fracture behavior of ion-nitrided SCM4 steel with notch subject to rotary bending stress. The specimens were treated rapid water cooling after ion-nitriding at $500^{\circ}C$ Torr for 1 hour and 3 hours in gas mixtures of 80% $N_2$and 50% $N_2$. The fatigue limit and the fracture strength of corrosion fatigue depended on $N_2$gas quantity and ion-nitriding time. The ion-nitrided specimens showed about 88 .approx. 158% increase in the fracture strength of corrosion fatigue in $10^6$ cycles than non-nitrided specimens. The corrosion failure is due to corrosion pitting of the surface, and the propargation of cracks started at the surface into the core.

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승객용 엘리베이터 와이어로프의 유효수명 및 교체시기 평가 (Evaluation of Replace period and Useful lifetime of the wire ropes for the Passenger's Elevator)

  • 손두익;박재석;오환섭
    • 한국안전학회지
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    • 제18권4호
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    • pp.35-38
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    • 2003
  • The wire rope, one of the component of the elevator, is extremely important for the sage operation of the elevator. That is why the wire rope is replaced at a specific interval regradless of the operating conditions or the degree of damage to prevent the breakage of the wire rope. This is the waste of resources, causing economic and environmental loss. This paper has surveyed and analyzed and analyzed the status of replacing wire-rope by buildings that use elevators, in order to compare the replacement cycles of the wire rope under each operating conditions.

Experimental study on rock-concrete joints under cyclically diametrical compression

  • Chang, Xu;Guo, Tengfei;Lu, Jianyou;Wang, Hui
    • Geomechanics and Engineering
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    • 제17권6호
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    • pp.553-564
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    • 2019
  • This paper presents experimental results of rock-concrete bi-material discs under cyclically diametrical compression. It was found that both specimens under cyclical and static loading failed in three typical modes: shear crack, tensile crack and a combined mode of shear and wing crack. The failure modes transited gradually from the shear crack to the tensile one by increasing the interface angle between the interface and the loading direction. The cycle number and peak load increased by increasing the interface angle. The number of cycles and peak load increased with the interface groove depth and groove width, however, decreased with increase in interface groove spacing. The concrete strength can contribute more to the cycle number and peak load for specimens with a higher interface angle. Compared with the discs under static loading, the cyclically loaded discs had a lower peak load but a larger deformation. Finally, the effects of interface angle, interface asperity and concrete strength on the fatigue strength were also discussed.

하이포이드 기어 액슬의 신뢰성 및 수명에 관한 연구 (A study on the reliability and life of hypoid gear axle)

  • 한승룡;김하수;강희용;양성모
    • 한국정밀공학회지
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    • 제13권3호
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    • pp.123-131
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    • 1996
  • This paper presents the development of an algorithm for the reliability and life of a hypoid gear axle system (located in the last section of power train) in heavy vehicles. The algorithm is developed about expecting the reliability and service-life for applied loads on each component in the system using the Weibull's probabilistic distribution and the extended Palmgren's model. The probabilistic method is used to results. Also this model is involved in predicting the failure which is related to the number of load cycles with the approaching load. Then the precious evaluation of the reliability and life in the axle system can be effectively carried out. Thus the general procedures of a reliability and life design, including the mathematical formulation and numerical examples, are illustrated for a hypoid gear axle system.

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