• 제목/요약/키워드: stress-strength reliability

검색결과 320건 처리시간 0.027초

평판형 SOFC 단전지 전극계면에서 발생되는 응력장에 관한 기초적 연구 (A Basic Study on the Stress Field in the Electrode Interface of the Planar SOFC Single Cell)

  • 박철준;권오헌;강지웅
    • 한국안전학회지
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    • 제28권5호
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    • pp.5-9
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    • 2013
  • Recently, eco-friendly sources of energy by fuel cells that use hydrogen as an energy source has emerged as the next generation of energy to solve the problem of environmental issues and exhaustion of energy. A solid oxide fuel cell(SOFC) classified based on the type of ion transfer mediator electrolyte has actively being researched. However, the reliability according to the thermal cycle is low during the operation of the fuel cell, and deformation problem comes from the difference in thermal expansion coefficient between the electrode material, the components made of ceramic material is also brittle, which means disadvantages in terms of the strength. Therefore, in this study, considering the states of the manufacturing and operating of SOFC single cells, the stress analyses in the each of the interfacial layer between the anode, electrolyte and the cathode were performed to get the basic data for reliability assessment of SOFC. The obtained results show that von Mises stress according to the thickness direction on operating state occurred maximum stress value in the electrolyte layer. And also the stresses inside the active area on a distance of 1 ${\mu}m$ from the electrode interface were estimated. Futhermore the evaluation was done for the variation of the stress according to the stage of the operation divided into three stages of manufacturing, stack, and operating.

고강도 극후판 EH36-TMCP강 EGW용접부의 역학적 거동 및 파괴인성 $K_{IC}$에 관한 해석 (Analysis of Mechanical Behavior and Fracture Toughness $K_{IC}$ on EGW Welded Joints for High Strength EH36-TMCP Ultra Thick Plate)

  • 방희선;방한서;주성민
    • 한국전산구조공학회논문집
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    • 제22권6호
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    • pp.565-572
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    • 2009
  • 본 연구에서는 EGW공정 적용에 따른 고강도 극후판 EH36-TMCP강 용접부의 역학적 거동 및 파괴인성 $K_{IC}$ 특성을 고찰하기 위해 먼저 자체 개발한 열분포, 열탄소성 프로그램을 이용한 유한요소해석을 통하여 용접부의 역학적 거동(용접잔류응력, 소성변형율 등의 크기, 분포, 발생기구)을 규명하였다. 그리고 이때 얻어진 잔류응력을 초기응력으로 하여 상용프로그램 ANSYS에서 노치가공으로 인한 응력 재분포 특성 및 잔류응력과 외력의 복합하중에 대한 파괴인성 KIC를 계산하였다. 균열이 존재하는 EGW용접부의 파괴기준$K_{IC}$를 살펴보면, 중첩된 경우가 순수 외부하중(굽힘하중)만 작용하는 경우 보다 파괴 인성치가 다소 감소하는 경향을 보였다. a/W가 작을 경우 중첩의 경우가 순수 외부하중(굽힘하중)만의 경우보다 파괴인성치 차이가 크나, a/W가 증가함에 따라 그 차이가 점차 없어지는 것으로 나타났다.

풍력발전용 피치 드라이브 시스템의 복합 유성기어류에 대한 피로 강도해석 (Fatigue Strength Analysis of Complex Planetary Gear Train of the Pitch Drive System for Wind Turbines)

  • 김광민;배명호;조연상
    • Tribology and Lubricants
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    • 제37권2호
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    • pp.48-53
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    • 2021
  • Wind energy is considered as the most competitive energy source in terms of power generation cost and efficiency. The power train of the pitch drive for a wind turbine uses a 3-stage complex planetary gear system in being developed locally. A gear train of the pitch drive consists of an electric or hydraulic motor and a planetary decelerator, which optimizes the pitch angle of the blade for wind generators in response to the change in wind speed. However, it is prone to many problems, such as excessive repair costs in case of failure. Complex planetary gears are very important parts of a pitch drive system because of strength problem. When gears are designed for the power train of a pitch drive, it is necessary to analyze the fatigue strength of gears. While calculating the specifications of the complex planetary gears along with the bending and compressive stresses of the gears, it is necessary to analyze the fatigue strength of gears to obtain an optimal design of the complex planetary gears in terms of cost and reliability. In this study, the specifications of planetary gears are calculated using a self-developed gear design program. The actual gear bending and compressive stresses of the planetary gear system were analyzed using the Lewes and Hertz equation. Additionally, the calculated specifications of the complex planetary gears were verified by evaluating the results from the Stress - No. of cycles curves of gears.

돌리를 이용한 도막 부착력 시험의 영향 인자에 관한 연구 (A study on affecting factors by using dolly in coating adhesion test)

  • 백윤호;손성모;박충서
    • Corrosion Science and Technology
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    • 제13권5호
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    • pp.186-194
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    • 2014
  • Establishment of adhesion strength measurement procedure for marine epoxy coatings was conducted in order to ensure reliability of the test results. It was found that (1) the increase in thickness of the substrates would induce increase of pull-off strength. Especially, the increase in adhesion strength with the substrate thickness increment was attributed to the transition of stress mode to the pure tensile mode excluding bending effect. (2) The longer curing time, the higher pull-off strength. It may be due to higher cross-linking density of the coating (3) The pull-off strength increases as coating thickness increases due to the diminishment of bending effect (4) The longer drying time after water immersion, the higher pull-off strength. It may be due to the evaporation of water molecule at the coating-substrate interface.

Methods of punching shear strength analysis of reinforced concrete flat plates-A comparative study

  • Loo, Y.C.;Chiang, C.L.
    • Structural Engineering and Mechanics
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    • 제1권1호
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    • pp.75-86
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    • 1993
  • The punching shear strength of concrete flat plates is one of the topics of intensive research in recent years by various concrete structures researchers. This paper reviews four current methods of analysing the punching shear strength at the corner-and edge-column positions of reinforced concrete flat plates. They include those recommended in the Australian Standard AS3600-1988, the American Concrete Institute ACI318-89 and the British Standard on Concrete Practices (BS8110) as well as the approach developed at the University of Wollongong, Australia. Based on half-scale model test results, a comparative study of these four analysis methods is made with regard to their limitation, accuracy and reliability. It is found that the Wollongong approach in general gives the best performance in predicting the punching shear strength of flat plates with torsion strips and those with spandrel beams. The Australian Standard procedure performs just as satisfactorily for flat plates with torsion strips but tends to be unsafe for those with spandrel beams. Both the ACI and the British methods are applicable only to flat plates with torsion strips; they also tend to give unsafe predictions for the punching shear strength.

A Method of Measuring Wood Failure Percentage of Wood Specimens Bonded with Melamine-Urea-Formaldehyde Resins Using I mage Analysis

  • KIM, Minseok;PARK, Byung-Dae
    • Journal of the Korean Wood Science and Technology
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    • 제49권3호
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    • pp.274-282
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    • 2021
  • Transparent and colorless melamine-urea-formaldehyde (MUF) resins make it difficult to identify the area of wood failure percentage (WFP) in the fracture surface of bonded wood specimens. Therefore, in this study, we develop a method of measuring WFP after the adhesion strength measurement of MUF resins under shear stress. The fractured wood surface of b lock shear strength (BSS) specimens bonded with cold-setting MUF resins at three melamine contents (20%, 30%, and 40%) was marked black, and then, WFP was accurately measured via image analysis. WFP values measured using this method consistently increased with BSS as the melamine content increased, showing the reliability of this new method. The results suggested that this new method is useful and reliable for measuring the WFP of the fracture surface of wood specimens bonded with colorless adhesives such as urea-formaldehyde, MUF, and melamine-formaldehyde resins.

개별요소법 기반의 삼차원 수치해석을 통한 절리성 암반의 강도특성 평가 (Assessment of Rock Mass Strength Using Three-Dimensional Numerical Analysis with the Distinct Element Method)

  • 배준봉;엄정기;정호영
    • 지질공학
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    • 제33권4호
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    • pp.573-586
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    • 2023
  • 절리성 암반은 절리 또는 연약면에 의해 역학적인 이방성이 발현될 수 있으며 절리성 암반의 강도 및 변형 특성에 대한 이해는 지질공학 현장에서 주된 관심사이다. 본 연구는 마찰재료로 채택된 석고를 이용하여 단일절리를 포함하는 시료를 성형하고 진삼축시험을 통하여 진삼축 조건의 강도 및 변형 특성을 고찰하였다. 동일한 조건에서 수행한 개별요소법 기반의 삼차원 수치해석은 진삼축시험을 통하여 검증되었으며 타당성이 확보되었다. 수치해석 결과는 절리의 방향성과 더불어 현장의 주응력 조건이 절리성 암반의 강도 및 변형 특성 연구에 있어서 필수적인 요소임을 지시한다. 수치해석을 통하여 절리의 경사각 변화에 따라 산정한 횡등방성 암반의 강도는 중간주응력이 강화함에 따라 유의미한 증가를 나타내며, 증가의 폭은 절리의 경사 조건에 큰 영향을 받는다. 또한, 절리의 경사방향과 두 수평 주응력 방향 간의 상대적인 관계는 횡등방성 암반의 강도특성을 좌우하는 요인이다. 두 개의 절리군을 포함하는 암반의 강도는 경사가 더욱 급한 절리군이 전체 암반의 강도를 좌우한다. 두 절리군 중 한 절리군의 연속성이 짧아 암교 효과를 발휘하면 연속성이 상대적으로 긴 절리군의 방향성이 전체 암반의 강도를 좌우할 수 있다. 절리성 암반에 대한 기존의 삼차원 파괴기준식은 적용성 측면에서 한계도 있지만, 수치해석이 이를 보완하는 데 유용하게 활용될 수 있다.

Reliable experimental data as a key factor for design of mechanical structures

  • Brnic, Josip;Krscanski, Sanjin;Brcic, Marino;Geng, Lin;Niu, Jitai;Ding, Biao
    • Structural Engineering and Mechanics
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    • 제72권2호
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    • pp.245-256
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    • 2019
  • The experimentally determined mechanical behavior of the material under the prescribed service conditions is the basis of advanced engineering optimum design. To allow experimental data on the behavior of the material considered, uniaxial stress tests were made. The aforementioned tests have enabled the determination of mechanical properties of material at different temperatures, then, the material's resistance to creep at various temperatures and stress levels, and finally, insight into the uniaxial high cyclic fatigue of the material under different applied stresses for prescribed stress ratio. Based on fatigue tests, using modified staircase method, fatigue limit was determined. All these data contributes the reliability of the use of material in mechanical structures. Data representing mechanical properties are shown in the form of engineering stress-strain diagrams; creep behavior is displayed in the form of creep curves while fatigue of the material is presented in the form of S-N (maximum applied stress versus number of the cycles to failure) curve. Material under consideration was 18CrNi8 (1.5920) steel. Ultimate tensile strength and yield strength at room temperature and at temperature of $600^{\circ}C$: [${\sigma}_{m,20/600}=(613/156)MPa$; ${\sigma}_{0.2,20/600}=(458/141)MPa$], as well as endurance (fatigue) limit at room temperature and stress ratio of R = -1 : (${\sigma}_{f,20,R=-1}=285.1MPa$).

Bootstrap Confidence Bounds for P(X>Y)

  • Lee, In Suk;Cho, Jang Sik
    • 품질경영학회지
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    • 제23권4호
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    • pp.64-73
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    • 1995
  • In this paper, the stress strength model is assumed for the populations of X and Y, where distributions of X and Y are independent normal with unknown parameters. We construct bootstrap confidence intervals for reliability, R=P(X>Y) and compare the accuracy of the proposed bootstrap confidence intervals and classical confidence interval through Monte Carlo simulation.

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Investigation of Tensile Behaviors in Open Hole and Bolt Joint Configurations of Carbon Fiber/Epoxy Composites

  • Dong-Wook Hwang;Sanjay Kumar;Dong-Hun Ha;Su-Min Jo;Yun-Hae Kim
    • Composites Research
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    • 제36권4호
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    • pp.259-263
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    • 2023
  • This study investigated the open hole tensile (OHT) properties of carbon fiber/epoxy composites and compared them to bolt joint tensile (BJT) properties. The net nominal modulus and strength (1376 MPa) were found to be higher than the gross nominal strength (1041 MPa), likely due to increasing hole size. The OHT and BJT specimens exhibited similar stiffness, as expected without bolt rotation causing secondary bending. OHT specimens experienced a sharp drop in stress indicating unstable crack propagation, delamination, and catastrophic failure. BJT specimens failed through shear out on the bolt side and bearing failure on the nut side, involving fiber kinking, matrix splitting, and delamination, resulting in lower strength compared to OHT specimens. The strength retention of carbon fiber/epoxy composites with open holes was 66%. Delamination initiation at the hole's edge caused a reduction in the stress concentration factor. Filling the hole with a bolt suppressed this relieving mechanism, leading to lower strength in BJT specimens compared to OHT specimens. Bolt joint efficiency was calculated as 15%. The reduction in strength in bolted joints was attributed to fiber-matrix splitting and delamination, aligning with Hart Smith's bolted joint efficiency diagram. These findings contribute to materials selection and structural reliability estimation for carbon fiber/epoxy composites. They highlight the behavior of open hole and bolt joint configurations under tensile loading, providing valuable insights for engineering applications.