• 제목/요약/키워드: Small Fatigue Crack Growth Testing

검색결과 6건 처리시간 0.02초

하중진폭이 작은 인장과대 하중의 균열성장 거동 (Crack Growth Behavior of Tensile Overload for Small Load Amplitude)

  • 유헌일
    • 한국생산제조학회지
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    • 제7권2호
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    • pp.54-61
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    • 1998
  • This paper examines the crack growth behavior of 7075-T651 aluminum alloy for small tensile overload under high-low block loading condition. The cantilever beam type specimen with a chevron notch is used in this study. The crack growth and closure are investigated by compliance method. The applied initial stress ratios are R=-0.5 R=0.0 and R=0.25 Crack length, effective stress intensity factor range, ratio of effective stress intensity factor range and crack growth rate etc, are inspected with fracture mechanics estimate.

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5083-H113 A1 합금의 피로균열진전거동에 미치는 균열형태의 영향 (Influence of crack geometry on fatigue crack growth behavior in 5083- H113 aluminium alloy)

  • 김정규;신용승;윤의박
    • 대한기계학회논문집
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    • 제12권4호
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    • pp.781-789
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    • 1988
  • 본 연구에서는 용접성이 좋고 강도도 적당하며 부식에 대한 저항성이 좋아 해 양구조물 및 용접구조용재로서 널리 사용되고 있는 5083-H113 Al 합금을 준비하고 이 재료의 균열형태에 따른 피로균열진전거동을 밝히기 위하여 관통균열과 포면균열의 진 전거동에 미치는 응력비의 영향을 균열닫힘과 함께 검토하였다.

열피로 균열성장시험을 위한 ESET 시편의 확장된 컴플라이언스 해 (Extended Compliance Solution of ESET Specimen for Thermal fatigue Crack Growth Test)

  • 이호진;김만원;이봉상
    • 한국안전학회지
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    • 제20권1호
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    • pp.62-67
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    • 2005
  • An eccentrically-loaded single edge crack tension specimen (ESET) is similar to a compact tension(CT) specimen loaded in tension-tension. The standard ESET specimen exhibits advantages over other types of cracked specimen, such as n, single-edge crack, and middle-crack tension specimen. The details of ESET specimen configuration, test procedure, and calculations are described in ASTM E647 standard. However, a difficulty in attaching COD gage to the knife-edge on the front foe of the specimen can be found when the size of ESET specimen is small for rapid cooling and heating in thermal fatigue testing. The finite element analysis is performed for the ESET specimen with projected knife-edge on the front foe and a crack-length-compliance equation is suggested for the new specimen configuration. Calibration test are conducted with 347 stainless steel to compare the measured crack length with the calculated crack length from the suggested compliance expression. The test results showed good agreements with those of analysis.

Notch재 피로와 Kikukawa-Compliance법 (제 1 보 기초적 검토) (Notched Specimen Fatigue and Kikukawa's Compliance Technique(Part I.On Some Basic Testing Results))

  • 송지호;박영조
    • 대한기계학회논문집
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    • 제2권1호
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    • pp.10-18
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    • 1978
  • Kikukawa's compliance method using the conventional crack mouth clip-on gauge was proposed as a desired measurement technique to monitor the notched specimen fatigue behavior. The measurement technique makes it possible to continuously monitor the initiation and growth of incipient small part-through crack originated at the notch root and the phenomenon of crack closure. The variarion of natural flaw geometry with fatigue cycling was investigated. The test results on 7075-T6 aluminium alloy suggest the dependence of effective stress intensity factor range ratio .upsilon. on the maximum stress intensity factor .KAPPA.max.

음향방출법을 이용한 해양구조물의 온라인 감시에 관한 실험적 연구 (Experimental Study on the On-line Monitoring of Offshore Structures Using Acoustic Emission Technology)

  • 원순호;조경식
    • 한국해양공학회지
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    • 제13권3B호
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    • pp.73-82
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    • 1999
  • In this research, an experimental study is presented to check the possibilities of offshore structures monitoring using AE techniques. The underwater transducer and preamplifier are fabricated. And, it is proved that this unit can be used for the detection of AE in offshore structures. Wave propagation studies have shown that supplementary attenuations due to seawater are significantly reducing the detection range of the sensors. It excludes the possibility of offshore structures monitoring with a small number of sensors. We conclude that AE waves would be correctly detected for a path of about 3m. Tubular joints have been tested in air and underwater using simulated elastic wave. Ability of AE techniques to detect and locate cracks early in their evolution has been demonstrated. Several parameters of AE generation have been set in evidence. It has also been shown that crack development goes with an increase of AE parameter. Conclusively, it is shown that AE techniques can provide practical alternatives to present methods being used for inspection of deep-water offshore structures undergoing structural degradation due to fatigue crack growth.

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