• Title/Summary/Keyword: 단일 균열

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The Effect of Surface Treatment Systems on Chloride Penetration in Cracked Concrete (표면도장공법에 의한 균열부 콘크리트의 염소이온 침투제어 특성)

  • Chae, Gyu-Bong;Yoon, In-Seok;Lee, Chang-Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.525-528
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    • 2008
  • For well-constructed concrete, its service life is a long term and it has an enough durability performance. However, for cracked concrete, it is clear that cracks should be preferential channel for the penetration of aggressive substance such as chloride ions according to author's previous researches. In order to enhance the lifetime of cracked concrete, critical issues in the performance of the concrete is the risk of chloride-induced corrosion. Even though crack width can be reduced due to the high reinforcement ratio, the question is to which extend these cracks may jeopardize the durability of cracked concrete. If the size of crack is small, surface treatment system can be considered as one of the best options to extend the service life of concrete structures exposed to marine environment simply in terms of cost effectiveness versus durability performance. Thus, it should be decided to undertake an experimental study on the effect of different types of surface treatment system, which are expected to seal the concrete and the cracks to chloride-induced corrosion in particular. In this study, it is examined the effect of surfaced treated systems on chloride penetration through microcracks. Single surface treatments of penetrant or coating and double application were considered as an experimental variation. RCM (Rapid Chloride Migration) testing is accomplished to visualize chloride penetration via cracks.

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Analysis of Cracks on Flange Bolts at 154kV Transmission Line Hollow Supporter (154kV 송전선로 관형지지물 플랜지 볼트 균열 분석기술 현장적용)

  • Lee, Jaehong
    • KEPCO Journal on Electric Power and Energy
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    • v.7 no.1
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    • pp.59-62
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    • 2021
  • 관형지지물은 단일 강관 기둥 형태의 송전탑으로 강관은 상하 여러 개의 프레임으로 분할되어 플랜지부에서 볼트로 체결된다. 신설 송전선로 관형지지물 플랜지 연결부에서 가압전 조립 볼트 절손이 발견됨에 따라 강관도괴방지 대책 수립을 위한 손상원인분석 기술지원을 수행하였다. 본 건에 대해 파손면·균열 분석 기술을 통해 제작과정 상의 문제가 있었음을 확인하였다.

Alloy 600에서 규칙 반응과 입계응력부식균열

  • 김성수;김정수
    • Proceedings of the Korean Nuclear Society Conference
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    • 1996.05c
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    • pp.133-138
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    • 1996
  • 원자로의 중기발생기 재료로 사용되어온 Alloy 600에서의 규칙 반응에 대한 활성화 에너지 측정, aging에 따른 미세조직의 변화에 근거하여 입계 응력 부식 균열 기구를 검토하였다. Alloy 600에서는 약 50$0^{\circ}C$ 이하의 온도에서 aging 처리중 단범위 규칙 상의 존재 및 규칙 반응의 존재가 입증된 바 있다. 규칙 반응의 본성이 열적활성화 과정에 의한 것이라는 점, 규칙 반응에 대한 활성화 에너지의 크기와 입계응력부식균열의 활성화 에너지와의 유사성, 규칙 반응에 의한 쌍정의 형성, 쌍정의 형성에 기인한 결정내의 추가적 응력의 발생 등에 근거하여 Alloy 600에서 나타나는 입계응력부식균열 현상이 규칙 상의 형성과 관련되어 있음을 제안하였다.

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A Study on the Crack Tip Plastic Region for Stable Crack Growth -304 Stainless Steel- (안정군열성장에 대한 군열선단 소성역에 관한 연구 -304 스테인리스 강-)

  • 황갑운
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.13 no.6
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    • pp.1183-1192
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    • 1989
  • 본 논문에서는 평면변형률 상태하에서 안정하게 성장하는 균열선단에 집중 되어있는 강소성역의 해석에 역점을 두어 재결정법과 탄.소성유한요소법을 도입하여 안정 성장균열 선단에 형성되는 균열 성장저항에 직접적인 영향을 미치고 있는 소성 역의 크기나 형태에 대한 실험 및 해석을 하였다.

Prediction of Crack Growth Retardation Behavior by Single Overload (단일 과대 하중에 의한 균열 성장 지연 거동 예측)

  • 송삼흥;최진호;김기석
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1996.11a
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    • pp.928-932
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    • 1996
  • Single overload fatigue tests with overload sizes ranging from 50% and 100% have been performed to investing ate the fatigue crack growth retardation behavior. A modified and experimental method of Willenborg's model for prediction of crack growth retardation behavior has been developed, based on evaluations of equivalent plastic zone size (EPZS) changing its size along the overload plastic zone boundary. The minimum crack growth rates of each overload size are linearly decreased with overload size increasing, but fatigue lives extended by single overload are increasing much more unlike the crack growth rates. Comparisons of crack growth behavior predicted by EPZS model and Willenborg model have shown that the EPZS model accounts for overload effects better than Willenborg model. These effects include delayed retardation, large retardation region, minimum crack growth rate, and the increase rate of crack growth rate in the region crack growth rate recovered.

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A Study on the Apparent Negative Crack Growth Phenomenon of J-R Curve(I) (J-R곡선에서의 균열길이 감소현상에 관한 연구 (I))

  • 석창성;최용식
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.16 no.6
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    • pp.1115-1120
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    • 1992
  • The apparent negative crack growth phenomenon which usually arises in partial unloading compliance test is well known. The reason for apparent negative crack growth is the compressive residual stress caused by the plastic zone around the crack tip. The phenomenon as a possible source of error in determining $J_{JC}$ or J-R curve from partial unloading compliance experiments may be eliminated by the correction of compliance. A compliance correction equation is derived from a stress field analysis near the crack tip.

Study on Radionuclide Migration Modelling for a Single Fracture in Geologic Medium : Characteristics of Hydrodynamic Dispersion Diffusion Model and Channeling Dispersion Diffusion Model (단일균열 핵종이동모델에 관한 연구 -수리분산확산모델과 국부통로확산모델의 특성-)

  • Keum, D.K.;Cho, W.J.;Hahn, P.S.;Park, H.H.
    • Nuclear Engineering and Technology
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    • v.26 no.3
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    • pp.401-410
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    • 1994
  • Validation study of two radionuclide migration models for single fracture developed in geologic medium the hydrodynamic dispersion diffusion model(HDDM) and the channeling dispersion diffusion model(CDDM), was studied by migration experiment of tracers through an artificial granite fracture on the labolatory scale. The tracers used were Uranine and Sodium lignosulfonate know as nonsorbing material. The flow rate ranged 0.4 to 1.5 cc/min. Related parameters for the models were estimated by optimization technique. Theoretical breakthrough curves with experimental data were compared. In the experiment, it was deduced that the surface sorption for both tracers did not play an important role while the diffusion of Uranine into the rock matrix turned out to be an important mass transfer mechanism. The parameter characterizing the rock matrix diffusion of each model agreed well The simulated result showed that the amount of flow rate could not tell the CDDM from the HDDM quantitatively. On the other hand, the variation of fracture length gave influence on the two models in a different degree. The dispersivity of breakthrough curve of the CDDM was more amplified than that of the CDDM when the fracture length was increased. A good agreement between the models and experimental data gave a confirmation that both models were very useful in predicting the migration system through a single fracture.

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2-Step Shot Peening Process for the Improvement of Fatigue Crack Growth Properties (균열 특성 개선을 위한 2단 쇼트피닝 가공)

  • Lee, Seoung-Ho;Shim, Dong-Suk
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.2 no.4
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    • pp.67-72
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    • 2003
  • In this study, to investigate the effects of 2-step shot peening at the surface of spring steel, crack growth tests are conducted on spring steel and shot peened specimens. And then the residual stresses and fractographs are examined. The crack growth equation that can describe the whole crack growth behavior is used to evaluate the experiment results. The results show that fatigue crack glows slowly in the shot peened specimen than in the unpeened. And in the case of the 2-step shot peened specimen the initial stress intensity factor range and the fracture toughness is higher than the unpeened specimen due to the compressive residual stress. Fractographs show that the compressive residual stress of the surface suppress the fatigue crack opening and consequently slow crack growth rates.

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Fatigue Crack Growth Rates and Directions in STS304 under Mode I and Mixed Mode (단일 및 혼합모드하에서 304스테인리스강의 피로균열 진전속도와 방향특성)

  • 권종완;양현태
    • Transactions of the Korean Society of Machine Tool Engineers
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    • v.11 no.3
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    • pp.102-109
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    • 2002
  • The fatigue crack growth under mixed mode condition has been discussed within the scope of linear fracture mechanics such as maximum tangential stress, maximum tangential principal stress and minimum strain energy density. The purpose of this study is to investigate the characteristics of fatigue test crack growth in 304 stainless steel under mixed node. The fatigue test results carried out by using inclined pre-crack specimens was compared to both of the theoretical predictions of the criteria, maximum tangential stress and stain energy density. As difference from theoretical analysis, the transition region from mixed mode to mode I appeared in the fatigue test. There is deep relationship between the angle of slanted pre-crack and transition. Therefore, as applying the different stress intensity factor to each node I+II and mode I, the directions and rates of fatigue crack growth are evaluated more accurately under mixed mode.

A Study on the Delayed-Retardation of Fatigue Crack Growth Following Single Peak Overload (단일과대하중에 의한 피로균열추전의 지대지연현상에 관한 연구)

  • 오세욱;강상훈
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.14 no.5
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    • pp.1186-1192
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    • 1990
  • It is well known that the fatigue crack growth retardation following overloads can be estimated reasonably well by the models of Wheeler and Willenborg. These models, however, can not explain the delayed-retardation revealed by every experimental result. This means that they necessarily have some qualitative defects in themselves despite of a fair approximation of quantity. In fact, they did not take into account the effects of the compressive portion of the overload cycle such as the change of reversed plastic zone size. The present study is focused on the acceleration effect in the reversed plastic zone in order to analyze qualitatively delayed-retardation phenomenon following single peak overload on the fatigue crack growth behavior using 2024-T3 aluminum alloy.