• Title/Summary/Keyword: crack velocity

검색결과 288건 처리시간 0.029초

해양구조용강의 피로거동에 관한 연구 (A Study on Shot peening on Fatigue Crack Growth Property for Marine Structural Steel)

  • 박경동;하경준
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2003년도 춘계학술대회 논문집
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    • pp.313-318
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    • 2003
  • The development of new materials with light weight and high strength has become vital to the machinery, aircraft and auto industries. However, there are a lot of problems with developing such materials that require expensive tools, and a great deal of time and effort. Therefore, the improvement of fatigue strength and fatigue life are mainly focused on by adopting residual stress(in this thesis). The compressive residual stress was imposed on the surface according to each shot velocity(57, 70, 83, 96 m/sec) based on Shot-peening, which is the method of improving fatigue lift: and strength. By using the methods mentioned above, I arrived at the following conclusions 1. The fatigue crack growth rate(da/dN) of the Shot-peened material was lower than that of the Un-peened material. And in stage I, ${\Delta}K_{th}$, the threshold stress intensity factor, of the shot-peen processed material is high in critical parts unlike the Un-peened material. Also m, fatigue crack growth exponent and number of cycle of the Shot-peened material was higher than that of the Un-peened material. That is concluded from effect of da/dN. 2. Fatigue life shows more improvement in the Shot-peened material than in the Un-peened material. And compressive residual stress of surface on the Shot-peen processed operate resistance force of fatigue crack propagation.

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Nondestructive detection of crack density in ultra-high performance concrete using multiple ultrasound measurements: Evidence of microstructural change

  • Seungo Baek;Bada Lee;Jeong Hoon Rhee;Yejin Kim;Hyoeun Kim;Seung Kwan Hong;Goangseup Zi;Gun Kim;Tae Sup Yun
    • Computers and Concrete
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    • 제33권4호
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    • pp.399-407
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    • 2024
  • This study nondestructively examined the evolution of crack density in ultra-high performance concrete (UHPC) upon cyclic loading. Uniaxial compression was repeatedly applied to the cylindrical specimens at levels corresponding to 32% and 53% of the maximum load-bearing capacity, each at a steady strain rate. At each stage, both P-wave and S-wave velocities were measured in the absence of the applied load. In particular, the continuous monitoring of P-wave velocity from the first loading prior to the second loading allowed real-time observation of the strengthening effect during loading and the recovery effect afterwards. Increasing the number of cycles resulted in the reduction of both elastic wave velocities and Young's modulus, along with a slight rise in Poisson's ratio in both tested cases. The computed crack density showed a monotonically increasing trend with repeated loading, more significant at 53% than at 32% loading. Furthermore, the spatial distribution of the crack density along the height was achieved, validating the directional dependency of microcracking development. This study demonstrated the capability of the crack density to capture the evolution of microcracks in UHPC under cyclic loading condition, as an early-stage damage indicator.

머리모형 충돌에 의한 자동차 접합유리의 실험적 연구 및 유한요소해석 (Experimental Study and Finite Element Analysis about Vehicle Laminated Glass Subject to Headform Impact)

  • 최지훈;오원택;김종혁;박종찬
    • 한국자동차공학회논문집
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    • 제25권3호
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    • pp.374-379
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    • 2017
  • In vehicle to pedestrian accidents, cracks occur in the vehicle laminated glass due to impact of a pedestrian's head. In this study, FMH(Free Motion Headform) was used to experiment on and analyze the crack patterns on a vehicle laminated glass that collides with an adult headform at speeds of 20 km/h, 30 km/h, and 40 km/h, respectively. Applying the acquired experimental data and material property of the vehicle laminated glass to the structural analysis program LS-Dyna, we could develop the FE model of vehicle laminated glass similar to real vehicle laminated glass. We could estimate the head impact velocity and pedestrian's vehicle impact velocity using the Madymo program.

직교이방성체내의 진전 균열에 대한 동적 광탄성 실험 Hybrid 법 개발 (Development of Dynamic Photoelastic Experimental Hybrid Method for Propagating Cracks in Orthotropic Material)

  • 신동철;황재석;성종현
    • 대한기계학회논문집A
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    • 제27권8호
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    • pp.1273-1280
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    • 2003
  • In this paper, transparent dynamic photoelastic experimental hybrid method for propagating cracks in orthotropic material was developed. Using transparent dynamic photoelastic experimental hybrid method, we can obtain stress intensity factor and separate the stress components from only isochromatic fringe patterns without using isoclinics. When crack is propagated with constant velocity, the contours of stress components in the vicinity of crack tip in orthotropic material are similar to those of isotropic material or orthotropic material with stationary crack under the static load. Dynamic stress intensity factors are decreased as crack growths. It was certified that the dynamic photoelastic experimental hybrid method was very useful for the analysis of the dynamic fracture mechanics.

사력댐 차수벽 콘크리트의 균열원인 분석 (An Analysis of the Crack Cause of Concrete Faced Rockfill Dam)

  • 채영석;이명구
    • 한국안전학회지
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    • 제27권6호
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    • pp.133-137
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    • 2012
  • Cracking may be used to help predict the cause of deterioration of concrete, since in many cases characteristic cracking patterns are produced. The purpose of this paper is an analysis of the crack cause occurred in concrete faced rockfill dams. We analyzed the concrete placement methods, cracking pattern, the inspection of crack depth by the ultrasonic pulse velocity method, and the measurement of heat of hydration, environmental condition, and so on. In this study, the crack cause of concrete faced rockfill dam is the wrong method of concrete placement, high temperature difference by cement of heat of hydration and concrete of drying shrinkage.

초음파 시험에 의한 배관용 Cr-Mo강의 피로손상의 비파괴평가 (Fatigue Damage Evaluation of Cr-Mo Steel with In-Situ Ultrasonic Surface Wave Assessment)

  • 김상태;이희동;양현태;최영근
    • 비파괴검사학회지
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    • 제21권1호
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    • pp.32-38
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    • 2001
  • 재료의 손상을 평가하기 위하여 초음파법에 대한 많은 연구가 진행되었고 널리 사용되고 있으나 대부분 균열의 성장 또는 두께의 감소와 같은 문제에 집중되고 있다. 본 연구에서는 2.25Cr-1Mo 강을 이용하여 반복하중에 의해 재료내부에 발생하는 미시균열을 조기에 감지하고, 피로에 의한 파괴를 미연에 방지할 수 있도록 초음파 표면파의 감쇠와 속도변화를 이용하여 균열길이 측정의 정량적인 평가방법을 제시하였다. 중심주파수 5MHz의 탐촉자를 이용하여 파단수명비 약 60%, 균열길이 약 2mm 정도에서 표면파의 속도 및 감쇠 변화를 탐지할 수 있었다. 고주파 탐촉자를 이용함으로써 미시균열의 발생을 조기에 탐지할 수 있으며, 파단수명을 예측하는 기초자료로 활용할 수 있다.

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박용 구조물용 일반압연강 용접부의 피로균열 전파거동에 미치는 $K_{II}$의 영향 (Effects of $K_{II}$ on fatigue crack propagation behavior of wedzone in generally rolled steel for marine structure)

  • 한문식;김상철
    • Journal of Welding and Joining
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    • 제6권3호
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    • pp.43-55
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    • 1988
  • An experimental study was carried out to identify the fatigue fractue behavior of weld zone in generally rolled steel for marine structure. The bending an shear loads were applied simultaneously on the specimens to simulate real load condition for marine structure. The effect of the stress intensity factor under mode I with II loading condition on the initiation and the propagation of a crack were investigated, with particular emphaiss on mode II. When the $K_{II}$ stress intensiy factor in mode II was applied under mode I load condition, the growth behavior of a crack seems to be affected mainly by the anisotropic characteristic of materials. Especially, when the crack was located in and near the weld zone and parallel to th weld line, the propagation behaviour was turned out to be quite different from that of the base metal along the direction transverse to the weld line. In general, the propagation veiocity of the cracks in and near the weld zone was found to be slower that the velocity in base metal.

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크랙을 가진 단순지지 보의 동특성에 미치는 이동질량의 영향 (Influence of Serial Moving Masses on Dynamic Behavior of Simply Supported Beam with Crack)

  • 윤한익;김영수;손인수
    • 한국소음진동공학회논문집
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    • 제13권7호
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    • pp.555-561
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    • 2003
  • An iterative modal analysis approach is developed to determine the effect of transverse open cracks on the dynamic behavior of simply supported Euler-Bernoulli beams with the moving masses. The influences of the velocities of moving masses, the distance between the moving masses and a crack have been studied on the dynamic behavior of a simply supported beam system by numerical method. The Presence of crack results In large deflection of beam. The crack section is represented by a local flexibility matrix connecting two undamaged beam segments i.e. the crack is modelled as a rotational spring. This flexibility matrix defines the relationship between the displacements and forces across the crack section and is derived by applying fundamental fracture mechanics theory. Totally, as the velocity of the moving masses and the distance between the moving masses are increased, the mid-span deflection of simply supported beam with the crack is decreased.

크랙을 가진 단순지지 보의 동특성에 미치는 이동질량의 영향 (Influence of Serial Moving Masses on Dynamic Behavior of a Simply Support Beam with Crack)

  • 손인수;조정래;윤한익
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 춘계학술대회논문집
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    • pp.1085-1090
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    • 2003
  • An iterative modal analysis approach is developed to determine the effect of transverse open cracks on the dynamic behavior of simply supported Euler-Bernoulli beams with the moving masses. The influences of the velocities of moving masses, the distance between the moving masses and a crack have been studied on the dynamic behavior or a simply supported beam system by numerical method. no presence or crack results in large deflection of beam. The crack section is represented by a local flexibility matrix connecting two undamaged beam segments i.e. the crack is modelled as a rotational spring. This flexibility matrix defines the relationship between the displacements and forces across the crack section and is derived by applying fundamental fracture mechanics theory. Totally, as the velocity of the moving masses and the distance between the moving masses are increased, the mid-span deflection of simply supported beam with the crack is decreased.

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Dynamic Mixed Mode Crack Propagation Behavior of Structural Bonded Joints

  • Lee, Ouk-Sub;Park, Jae-Chul;Kim, Gyu-Hyun
    • Journal of Mechanical Science and Technology
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    • 제14권7호
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    • pp.752-763
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    • 2000
  • The stress field around the dynamically propagating interface crack tip under a remote mixed mode loading condition has been studied with the aid of dynamic photoelastic method. The variation of stress field around the dynamic interface crack tip is photographed by using the Cranz-Shardin type camera having $10^6$ fps rate. The dynamically propagating crack velocities and the shapes of isochromatic fringe loops are characterized for varying mixed load conditions in double cantilever beam (DCB) specimens. The dynamic interface crack tip complex stress intensity factors, $K_1\;and\;K_2$, determined by a hybrid-experimental method are found to increase as the load mixture ratio of y/x (vertical/horizontal) values. Furthermore, it is found that the dynamically propagating interface crack velocities are highly dependent upon the varying mixed mode loading conditions and that the velocities are significantly small compared to those under the mode I impact loading conditions obtained by Shukla (Singh & Shukla, 1996a, b) and Rosakis (Rosakis et al., 1998) in the USA.

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