• 제목/요약/키워드: Cumulative Damage Evaluation Method

검색결과 26건 처리시간 0.025초

도시형 자기부상열차 대차 프레임의 피로강도 평가 (Fatigue Strength Evaluation of Bogie Frame of Urban Maglev Train)

  • 한정우;김흥섭;방제성;송시엽
    • 대한기계학회논문집A
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    • 제37권7호
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    • pp.945-951
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    • 2013
  • 본 논문은 도시형 자기부상열차에 사용되는 대차프레임의 피로강도를 평가하는 방법을 제안하였다. 가상의 하중 시나리오로부터 구조해석을 수행하여 응력해석결과를 Goodman 선도상의 피로한계선도와 비교하였으며, UIC 규격에 적용되는 3단계의 피로조건을 적용하여 피로누적손상도(cumulative fatigue damge, D)를 계산하였다. 피로해석결과, Goodman 선도상에서 대차 프레임 사용소재인 A6005 알루미늄 합금 Butt 용접부의 피로한계선도를 초과하지 않았다. 가장 높은 피로손상도는 캐스팅 블록 및 전자석 폴 연결부로서 $1{\times}10^7$ cycles 기준으로 D=0.808로 계산되어 파손기준을 초과하지 않음을 확인하였다. 피로해석과 동일 조건으로 실시된 수직, 좌우, 전후 방향의 피로시험에서 대차 프레임의 어느 위치에서도 균열이 발생되지 않았으며, 이는 피로안전측으로 계산된 해석결과와 부합되는 결과이다.

Degradation reliability modeling of plain concrete for pavement under flexural fatigue loading

  • Jia, Yanshun;Liu, Guoqiang;Yang, Yunmeng;Gao, Ying;Yang, Tao;Tang, Fanlong
    • Advances in concrete construction
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    • 제9권5호
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    • pp.469-478
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    • 2020
  • This study aims to establish a new methodological framework for the evaluation of the evolution of the reliability of plain concrete for pavement vs number of cycles under flexural fatigue loading. According to the framework, a new method calculating the reliability was proposed through probability simulation in order to describe a random accumulation of fatigue damage, which combines reliability theory, one-to-one probability density functions transformation technique, cumulative fatigue damage theory and Weibull distribution theory. Then the statistical analysis of flexural fatigue performance of cement concrete tested was carried out utilizing Weibull distribution. Ultimately, the reliability for the tested cement concrete was obtained by the proposed method. Results indicate that the stochastic evolution behavior of concrete materials under fatigue loading can be captured by the established framework. The flexural fatigue life data of concrete at different stress levels is well described utilizing the two-parameter Weibull distribution. The evolution of reliability for concrete materials tested in this study develops by three stages and may corresponds to develop stages of cracking. The proposed method may also be available for the analysis of degradation behaviors under non-fatigue conditions.

Strain-based seismic failure evaluation of coupled dam-reservoir-foundation system

  • Hariri-Ardebili, M.A.;Mirzabozorg, H.;Ghasemi, A.
    • Coupled systems mechanics
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    • 제2권1호
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    • pp.85-110
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    • 2013
  • Generally, mass concrete structural behavior is governed by the strain components. However, relevant guidelines in dam engineering evaluate the structural behavior of concrete dams using stress-based criteria. In the present study, strain-based criteria are proposed for the first time in a professional manner and their applicability in seismic failure evaluation of an arch dam are investigated. Numerical model of the dam is provided using NSAD-DRI finite element code and the foundation is modeled to be massed using infinite elements at its far-end boundaries. The coupled dam-reservoir-foundation system is solved in Lagrangian-Eulerian domain using Newmark-${\beta}$ time integration method. Seismic performance of the dam is investigated using parameters such as the demand-capacity ratio, the cumulative inelastic duration and the extension of the overstressed/overstrained areas. Real crack profile of the dam based on the damage mechanics approach is compared with those obtained from stress-based and strain-based approaches. It is found that using stress-based criteria leads to conservative results for arch action while seismic safety evaluation using the proposed strain-based criteria leads to conservative cantilever action.

지진발생시 Slide Block형 분석을 이용한 누적 산사태 변위 결정 단순법 (Simplified Method for the Determination of Cumulative Landslide Displacement in the Event of an Earthquake using "Slide Block" Type Analyses)

  • 배윤신
    • 한국지반신소재학회논문집
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    • 제8권1호
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    • pp.1-10
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    • 2009
  • 지진을 수반한 산사태는 지난 십년동안 수만명의 사상자와 수십억불의 재난피해를 초래해 왔다. 정역학적으로 안정된 경사로 표현되는 잠재적 지진 위험요소를 결정하는 것은 지진이 발생하는 동안 중요한 움직임을 평가하는데 필수적이다. 동적 하중에서의 산사태 움직임을 추정하기 위한 Newmark 방법이 소개되고 두 사례에 적용되었다. 그리고 에너지에 근거한 간략법이 Newmark의 변위를 추정하기 위하여 개발되었다.

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실동응력 측정을 통한 전동차 대차프레임의 내구수명 평가 (Evaluation of Total Serviceable Life of Bogie Frame of Electric Multiple Unit by Dynamic Strain Measurement)

  • 김승섭;한성욱;박근수;우관제
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.277-282
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    • 2011
  • Bogie frame is typical safety part of railway vehicle. Total serviceable life of bogie frame will be evaluated by Cumulative Damage Approach Method that is defined by dynamic strain measurement during revenue service under the actual track conditions. As a result of the standardization process developed in British Standard Institution, BS 7608 defines for fatigue design and test method of steel structure by fatigue test results over the long period. This paper evaluates the total serviceable life applying BS 7608 for the bogie frame of Electric Multiple Unit to verify structural safety of the bogie frame.

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KTX-산천 열차용 모터 감속기 고정대의 피로 수명 평가 (Fatigue Life Evaluation of Motor Block Bracket Units for KTX-Sancheon Trains)

  • 이찬우;이동형
    • 한국정밀공학회지
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    • 제29권6호
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    • pp.626-631
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    • 2012
  • In this study, fatigue life of the motor block bracket units for KTX-Sancheon trains was assessed. Design evaluation for railway structures was performed based on the UIC 566 regulation, and test and evaluation of fatigue life in welded parts was performed in accordance with standard ERRI B 12/RP17 and ERRI B 12/RP60. The actual vehicle dynamic stress testing was executed in KTX-Sancheon service line with the service operating speed. The dynamic stress was measured with commercial data acquisition system (MGC plus). The cumulative damage was evaluated by applying standard BS 7608 - Class F and cycle counting was used rain-flow counting method. As a result, the motor block bracket units for KTX-Sancheon trains was designed to fit the regulation and the safety of fatigue life for 30 years, assuming that KTX-Sancheon trains travels 600,000km annually, were confirmed under current operating conditions.

디스크플라우 및 로타리 작업에 따른 78 kW급 트랙터 PTO 가혹도 평가 (Evaluation of PTO Severeness for 78 kW-Class Tractor According to Disk Plow Tillage and Rotary Tillage)

  • 김완수;김용주;박성운;홍순중;김연수
    • 드라이브 ㆍ 컨트롤
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    • 제16권4호
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    • pp.23-31
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    • 2019
  • The purpose of this study was to evaluate the PTO severeness for an agricultural tractor during disk plow and rotary tillage. The PTO load measurement system was constructed with data acquisition and a PTO torquemeter. Field experiments were conducted at a combination of traveling speed (L3 Low, L3 High) and PTO speed (P1, P2). The load spectrum was generated using the rain-flow counting method, and the SWT method was used to consider the range and mean of the PTO load. The damage sum was calculated by applying a modified miner rule, which is a cumulative damage law. The relative severeness was expressed as the ratio of the lowest damage sum. Relative severeness was higher with the lower PTO gear stage, and higher driving gear stage and it was approximately 40-102 times higher for rotary tillage than disk plow tillage in the same gear stages. The relative severeness was 1010.12 in the rotary tillage under L3 High P1 based on the disk plow tillage under L3 Low P2.

CAE 기법을 이용한 서스펜션 너클의 피로수명 평가 (Fatigue Life Prediction of Suspension Knuckle by CAE Technology)

  • 김영진;서명원;서상민;서재호;김중재
    • 한국자동차공학회논문집
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    • 제3권2호
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    • pp.112-121
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    • 1995
  • Various CAE technologies are used in automobile industries for the purpose of design and analysis. In this paper, a fatigue life evaluation system FLEVA based on the local strain approach is developed and the system is applied for the fatigue strength design of the suspension knuckle, an automobile component. Various steps such as material test, finite element analysis and cumulative fatigue damage analysis of the suspension knuckle were taken. The usefulness of the approach was verified by the fatigue test on the suspension knuckle.

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경량전철에 대한 차체 및 대차틀의 피로강도평가 (Fatigue Strength Evaluation of Carbody and Bogie Frame for the Light Rail Transit System)

  • 이은철;이준성;최윤종;이정환;서명원;이호용;이양창
    • 한국정밀공학회지
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    • 제25권10호
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    • pp.77-83
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    • 2008
  • In terms of saving costs, energy and materials, the weight of cars has been gradually reduced by optimizing design of structure, which also gives us good performance. In compliance with this, it should satisfy the lifetime of cars for 25 years under the operation. The purpose of this study is to evaluate the strength of fatigue using date from strain gauges attached carbody and bogie frame. This dynamic stress can be evaluated using S-N curve based on stress amplitude. Modified S-N curve by CORTON-DOLAN is used for more conservative and substantial evaluation. In addition, !he loadings itself of carbody and bogie frame are considered by calculating the rate of the differences which are occurred between empty car and fuiiy occupied car with passengers. Rainflow cycle counting method is applied to arrange the stress data for the modified S-N curve to predict lifetime of the materials. Conclusively the cumulative damages are not only calculated by Miner's Rule, but the safety factors are also determined by Goodman diagram.

전륜 조향용 전기식 작동기 피로수명 평가 (Evaluation of Fatigue Life of Electro-Mechanical Actuator for Front Wheel Steering)

  • 김영철;김현기;김동협;김상우
    • 항공우주시스템공학회지
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    • 제17권4호
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    • pp.126-132
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    • 2023
  • 최근 항공분야에서는 온실가스 배출 저감을 위한 친환경 기술이 강조되면서 전기를 주동력원으로 기계적인 직진, 회전 운동을 제어하는 전기식 작동기의 다양한 연구가 진행되고 있다. 본 연구에서는 단일통로 항공기 전륜조향용 전기식 작동기의 피로수명을 평가하였다. 구조해석을 통해 작동기의 취약부위들을 선정하여 이들에 대한 단위하중 응력표를 구축하였고, 각 하중 프로파일에 대한 대표응력을 계산하였다. 또한 낙수계수법으로 대표응력 그룹의 개별 프로파일을 추출하고, 이를 소재의 S-N 선도에 적용하여 개별 프로파일에 대한 손상을 계산하였다. 최종적으로 손상누적법칙으로 취약 부위들에서의 총 손상을 산출하였고, 단일통로 항공기 전륜조향용 전기식 작동기의 취약 부위들에 대한 피로수명을 평가하였다.