• 제목/요약/키워드: Fatigue life test

검색결과 948건 처리시간 0.037초

고합금강과 오스테나이트 스테인레스 강의 저사이클 피로 특성 연구 (Study on Characteristics of Low Cycle Fatigue for High Alloy and Austenite Stainless Steel)

  • 김용찬;백세현
    • 동력기계공학회지
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    • 제14권6호
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    • pp.29-34
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    • 2010
  • As the steam temperature of fossil power plant boiler is increasing, the use of 9Cr-1Mo high alloy material is prevalent and it is needed to investigate the characteristics of low cycle fatigue for high alloy and austenite stainless steel that has used up to recently. As a result of test, in 9Cr-1Mo high alloy steel, the relation of strain and fatigue life is non-linear and the crack mode of low cycle fatigue is brittle but in the austenite stainless steel, that of strain and fatigue life is linear and the crack mode of low cycle fatigue is ductile. Comparing the fatigue life between high alloy and austenite stainless steel, there is no consistent characteristics as to strains. But the fatigue life of 9Cr-1Mo steel is longer by 25% than that of STS304 stainless steel in the relatively low, 0.3% strain. In the other strain, the fatigue life of two materials is similar.

콘크리트 포장 피로실험 데이터의 쪼갬인장 피로특성 (Split Tension Fatigue Characteristics Analysis of Fatigue Tests Data for Concrete Pavements)

  • 김동호;김성환;윤병성;이봉학
    • 산업기술연구
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    • 제23권A호
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    • pp.139-147
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    • 2003
  • The purpose of this study was to investigate and analyze the fatigue test data of pavement concrete. The static strength tests were carried out to check the compressive strength, flexural strength, and split tension strength at 56 days in order to minimize strength variation effect during test. The specimens were fabricated at twelves sections at a construction site of highway. The stress level and stress ratio of fatigue test were determined from static test results. The results are as follow: The flexural strength at 28 days mostly satisfied the criterion for design, but the compressive strength at 28 days were slightly below the criterion even though it satisfied at 56 days. The fatigue limit was 2 million cycles if the specimen was not failed to that cycles. The S-N curves were developed from the fatigue test results at each stress levels and each stress ratio. Then, the fatigue life of pavement concrete at a given stress level and fatigue strength of pavement concrete could be derived from these curves. Analysis using method No.2 was more acceptable because resulting of comparison and analysis using method No.2 was presented 2 sections were presented $R^2$ < 0.7, and other 2 sections were presented 0.7 < $R^2$ < 0.8, and the others 8 sections were $R^2{\geq}0.8$.

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Markov Chain Model을 이용한 CFRP 복합재료의 피로손상누적거동에 대한 확률적 해석 (The Probabilistic Analysis of Fatigue Damage Accumulation Behavior Using Markov Chain Model in CFRP Composites)

  • 김도식;김정규;김인배
    • 대한기계학회논문집A
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    • 제20권4호
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    • pp.1241-1250
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    • 1996
  • The characteristics of fatigue cumulative damage and fatigue life of 8-harness satin woven CFRP composites with a circular hole under constant amplitude and 2-level block loading are estimated by Stochastic Makov chain model. It is found in this study that the fatigue damage accumulation behavior is very random and the fatigue damage is accumulated as two regions under constant amplitude fatigue loading. In constant amplitude fatigue loading the predicted mean number of cycles to a specified damage state by Markov chain model shows a good agreement with the test result. The predicted distribution of the fatigue cumulative damage by Markov chain model is similar to the test result. The fatigue life predictions under 2-level block loading by Markov chain model revised are good fitted to the test result more than by 2-parameter Weibull distribution function using percent failure rule.

STS304강의 비틀림 피로파괴 확률특성 (Fracture Probability Properties of Torsion Fatigue of STS304 Steel)

  • 박대현;정순억
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.201-206
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    • 2003
  • This study is test for STS304 specimen using bending and torsion state. Rounded specimen and notched specimen including fracture surface investigation was comparatively experimented, fatigue life according to degree of surface finishing was examined. Fatigue fracture probability of notched canilever specimens were predicted by P-S-N curve, median rank and Weibull distribution. And at the relation with the rotational speed and stress, the fatigue life of the test specimen was higher at high speed than low speed If summarize STS304 torsion result of fatigue test, is as following. Fatigue life prediction was available by Weibull statistics distribution, and 50% breakdown probability correlation equation was appeared as following.

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U리브 현장용접이음부 응력거동에 관한 연구 (Analysis of Stress Behavior on Field Welded Joints of U-rib in Steel Bridge)

  • 강창입;최성민;국승규;이동욱
    • 한국강구조학회 논문집
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    • 제16권3호통권70호
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    • pp.387-396
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    • 2004
  • 본 연구에서는 강교량의 강상판에서 많이 사용되는 U리브 현장이음부에 대해 시공오차로 인한 단차의 영향을 조사하기 위해 실물 대모형에 대해 응력해석을 실시하였다. 또한 실물대모형 시험체를 제작하여 3점 휨 피로실험을 실시하였으며, 주사형전자현미경(SEM) 및 비치마크를 이용하여 피로균열 발생점 및 피로균열전파방향을 조사하였다. 실물대모형 모델에 대한 응력해석 결과, U리브의 하면 우각부에 응력이 크게 나타났으며, 단차가 커질수록 응력이 현저히 증가하는 것을 확인할 수 있었다. 실물대모형 시험체에 대한 정하중 및 피로실험에서도 U리브 하면의 우각부에 응력이 크게 나타났으며, 단차가 크면 피로수명은 단축되고 단차가 적으면 피로수명은 길어졌다. 또한 파단면 조사결과, 피로균열은 모재측 루트부에서 발생하여 용접비드 표면측으로 전파되었다.

무작위 진동에 노출된 항공기 탑재 장비의 주파수영역 피로수명 평가 (Fatigue Life Evaluation in Frequency Domain of aircraft Equipment Exposed to Random Vibration)

  • 정현수;김기승;김준수;이성우
    • 한국항공우주학회지
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    • 제45권8호
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    • pp.627-638
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    • 2017
  • 항공기에 탑재된 레이더 장비는 무작위진동 환경에 장기간 노출되어, 설계 시 피로수명 예측이 중요한 요소로 고려된다. 피로수명을 예측하는 방법 중 주파수영역 피로해석 방법이 지속적으로 제안되고 있다. 본 논문은 많이 사용되는 4가지의 주파수영역 피로해석 방법을 선정하여, 시편 피로시험 결과와 비교하였다. Strain gage를 이용한 시편 피로시험을 통해 시간영역 피로해석과 주파수영역 피로해석 방법을 비교한 결과, Dirlik과 Benasciutti-Tovo방법이 주파수영역 피로해석법 중 시간영역 피로해석법과 잘 일치하였다. 시편 피로시험 결과를 토대로 Dirlik과 Benasciutti-Tovo방법과 유한요소모델을 이용하여 항공기 탑재 장비의 피로해석을 수행하였으며, 요구수명이 만족함을 확인하였다.

변형률분할법에 의한 12Cr 단조강의 열피로 수명예측 (Thermal-mechanical Fatigue Life Prediction of 12Cr Forged Steel Using Strain Range Partitioning method)

  • 하정수;옹장우;고승기
    • 대한기계학회논문집
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    • 제18권5호
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    • pp.1192-1202
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    • 1994
  • Fatigue behavior and life prediction were presented for thermal-mechanical and isothermal low cycle fatigue of 12Cr forged steel used for high temperature applications. In-phase and out-of-phase thermal-mechanical fatigue test at 350 to 600.deg. C and isothermal low cycle fatigue test at 600.deg. C were conducted using smooth cylindrical hollow specimen under strain-control with total strain ranges from 0.006 to 0.015. Cyclic softening behavior was observed regardless of thermal-mechanical and isothermal fatigue tests. The phase difference between temperature and strain in thermal-mechanical fatigue resulted in significantly shorter fatigue life for out-of-phase than for in-phase. The difference in fatigue lives was dependent upon the magnitudes of inelastic strain ranges and mean stresses. Increase in inelastic strain range showed a tendency of intergranular cracking and decrease in fatigue life, especially for out-of-phase thermal-mechanical fatigue. Thermal-mechanical fatigue life prediction was made by partitioning the strain ranges of the hysteresis loops and the results of isothermal low cycle fatigue tests which were performed under the combination of slow and fast strain rates. Predicted fatigue lives for out-of-phase using the strain range partitioning method showed an excellent agreement with the actual out-of-phase thermal-mechanical fatigue lives within a factor of 1.5. Conventional strain range partitioning method exhibited a poor accuracy in the prediction of in-phase thermal-mechanical fatigue lives, which was quite improved conservatively by a proposed strain range partitioning method.

인장파단시간 및 응력측정에 의한 SAPH45의 수명예측 (Prediction of life of SAPH45 steel with measured fracture time and strength)

  • 박종민
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1998년도 춘계학술대회 논문집
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    • pp.269-273
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    • 1998
  • The failure of material structures or mechanical system is considered as a direct or indirect result of fatigue. In the design of mechanical structure for estimating of reliability, the prediction of failure life is the most important failure mode to be considered. However, because of a complicated behavior of fatigue in mechanical structure, the analysis of fatigue is in need of much researches on life prediction. This document presents a prediction of fatigue life of the SAPH45 steel, which is extensively for vehicle frame. The method using lethargy coefficient and stress distribution factor at pediction of fatigue life based on the consideration of the failure characteristics from the tensile test should be provided in this study.

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복합재료 기준형 블레이드를 장착한 축소 힌지없는 허브시스템의 진동특성과 피로수명 예측 (The Vibration Characteristic and Fatigue Life Estimation of a Small-scaled Hingeless Hub System with Composite Rectangular Blades)

  • 송근웅;김준호;김덕관;주진
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 추계학술대회논문집
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    • pp.310-315
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    • 2003
  • This paper described that rotating test and fatigue test of a small-scale hingeless hub system with composite rectangular blades. Generally Rotating stability and fatigue test technique is one of Key-technology on test and evaluation for helicopter rotor system Rotating test of hingeless rotor system was achieved by means of rotor vibration characteristic and aeroelastic stability test GSRTS, equipped with hydraulic actuator and 6-component rotating balance was used to test hingeless rotor system especially for an observation of blade motion including flawing, lagging and feathering. Rotating test was done in hover and forward flight condition. Small-scaled blade fatigue test condition was determined by blade load analysis with the reference table of composite materials(S-N curve). Fatigue test bench was developed for the estimation of blade fatigue life, and tested its characteristic.

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L 형상 용접 프레임의 피로 실험 및 시뮬레이션 (Fatigue Test and Simulation on the Steel Welded L-Shaped Frame)

  • 이정희;김재훈;공정표;한규현;이영신
    • 대한기계학회논문집A
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    • 제32권1호
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    • pp.63-69
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    • 2008
  • A fatigue test on the steel welded L-shaped frame was conducted. The frame was consisted with carbon steel tube and reinforced bracket. The four type reinforced brackets were fabricated. They were two rectangular plate reinforced bracket, two sided pentagon plate reinforced bracket, triangular plate reinforced bracket and fully reinforced bracket. The fatigue test of frame was conducted with axial tension loading. The fatigue simulation of the steel welded L-shaped frame was also performed by the finite element method with code FEMFAT. The frame of fully reinforced bracket had the highest fatigue life and reinforced quality factor.