• 제목/요약/키워드: Transverse crack

검색결과 272건 처리시간 0.026초

Three-dimensional finite element modeling of a transverse top-down crack in asphalt concrete

  • Ayatollahi, Majid R.;Pirmohammad, Sadjad;Sedighiani, Karo
    • Computers and Concrete
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    • 제13권4호
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    • pp.569-585
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    • 2014
  • In this paper, a four-layer road structure consisting of an edge transverse crack is simulated using three-dimensional finite element method in order to capture the influence of a single-axle wheel load on the crack propagation through the asphalt concrete layer. Different positions of the vehicular load relative to the cracked area are considered in the analyses. Linear elastic fracture mechanics (LEFM) is used for investigating the effect of the traffic load on the behavior of a crack propagating within the asphalt concrete. The results obtained show that the crack front experiences all three modes of deformation i.e., mode I, mode II and mode III, and the corresponding stress intensity factors are highly affected by the crack geometry and the vehicle position. The results also show that for many loading situations, the contribution of shear deformation (due to mode II and mode III loading) is considerable.

초속경 라텍스개질 콘크리트의 균열 억제방안 (Crack Prevention of Very-Early Strength Latex-Modified Concrete)

  • 이봉학;최판길
    • 산업기술연구
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    • 제28권A호
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    • pp.89-96
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    • 2008
  • An increase in the amount of cracking in repaired concrete bridge decks using VES-LMC(Very Early Strength - Latex Modified Concrete ; below VES-LMC) has been noticed by Yun et al(1). Literature indicates that indeed many concrete bridge decks develop transverse cracking, most developing at early ages(3~7 days), many right after construction. The purpose of this study was to establish prevention of map, transverse and longitudinal cracking in VES-LMC and to provide a control methods for minimizing the occurrence of cracks. The proposed prevention against map and transverse cracking was verified by field applications. VES cement was modified, the unit cement contents was reduced into $360kg/m^3$ from $390kg/m^3$, the maximum size of coarse aggregate was increase into 19mm from 13mm, wire mesh and steel fibers were incorporated in concrete mixture. A series of variable combinations were attempted. As a results, the proposed prevention against map and transverse cracking was verified because no crack were occurred until 90 days after overlay.

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횡전기장이 강유전체 세라믹의 파괴거동에 미치는 영향 (Effect of Transverse Electric Fields on Fracture Behavior of Ferroelectric Ceramics)

  • 이종식;범현규;정경문
    • 한국정밀공학회지
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    • 제22권2호
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    • pp.120-125
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    • 2005
  • Effect of transverse electric fields on fracture behavior in ferroelectric ceramics under purely electrical loading is investigated. It is shown that the shape and size of the domain switching zone depend strongly on the ratio of the transverse electric field to the coercive electric field as well as the direction of the applied electric field. Under small-scale conditions, the crack-tip mode I and II stress intensity factors induced by ferroelectric domain switching are numerically obtained. The crack kinking in ferroelectric ceramics is also discussed.

후판용접부의 잔류응력과 횡균열의 상관관계 (The relationship between residual stresses and transverse weld cracks in the plate)

  • 이해우;강성원;박종진
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2003년도 춘계학술발표대회 개요집
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    • pp.263-265
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    • 2003
  • The transverse crack, a type of cold crack, occurs perpendicular to the axis of the weld interface, longitudinal residual stresses ($\sigma$k direction) are more important in transverse crack occurrence from my own experience. Specimens were fabricated and welded under actual construction conditions, and then residual stresses of longitudinal stresses were measured for different welding conditions with SAW and FCAW process. The residual stress values for the specimen welded Interpass temperature below 30$^{\circ}C$ was higher than the specimen welded interpass temperature of 100~120$^{\circ}C$. And also the residual stress values for a specimen measured at weld surface, as welded condition, was higher than that of longitudinal residual stresses that was measured from a small test piece, due to the residual stress was relieved in the process of the cutting and machining. Transverse weld cracks were detected in the area of the maximum residual stresses both SAW and FCAW process.

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Damage propagation in CFRP laminates subjected to low velocity impact and static indentation

  • Aoki, Yuichiro;Suemasu, Hiroshi;Ishikawa, Takashi
    • Advanced Composite Materials
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    • 제16권1호
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    • pp.45-61
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    • 2007
  • This paper describes a damage accumulation mechanism in cross-ply CFRP laminates $[0_2/90_2]_{2S}$ subjected to out-of-plane loading. Drop-weight impact and static indentation tests were carried out, and induced damage was observed by ultrasonic C-scan and an optical microscope. Both tests gave essentially the same results for damage modes, sizes, and load-deformation history. First, a crack occurred in the bottom $0^{\circ}$ layer accompanying some delamination along the crack caused by bending stress. Then, transverse cracks occurred in the middle $90^{\circ}$ layer with decreasing contact force between the specimen and the indenter. Measured local strains near the impact point showed that the stress state changed from a bending dominant state to an in-plane tensile dominant state. A cohesive interface element was used to simulate the propagation of multiple delaminations and transverse cracks under static indentation. Two types of analytical models are considered, one with multiple delaminations and the other with both multiple delaminations and transverse cracks. The damage obtained for the model with only multiple delaminations was quite different from that obtained from the experiment. However, the results obtained from the model with both delaminations and transverse cracks well explain the characteristics of the damage obtained in the experiment. The existence of the transverse cracks is essential to form the characteristic impact damage.

전기장이 강유전체 내의 균열킹크에 미치는 영향 (Effect of Electric Fields on Crack Kinking in Ferroelectrics)

  • 이종식;범현규
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1206-1210
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    • 2003
  • Effect of transverse electric field on crack kinking in ferroelectric ceramics subjected to purely electric loading is investigated. It is shown that the shape and size of the domain switching zone depends strongly on the direction of the applied electric field as well as the ratio of the transverse electric field to the coercive electric field. Under small-scale conditions, mode I and II stress intensity factors induced by ferroelectric domain switching are numerically obtained. The crack kinking in ferroelectrics is also discussed.

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다중 크랙이 있는 복합재료 보의 자유진동 특성 (Free Vibration Characteristics of a Composite Beam with Multiple Transverse Open Cracks)

  • 하태완;송오섭
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 1999년도 추계학술발표대회 논문집
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    • pp.5-14
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    • 1999
  • Free vibration characteristics of a cantilevered laminated composite beam with multiple non-propagating transverse open cracks are investigated. In the present analysis a special ply-angle distribution referred to as asymmetric stiffness configuration inducing the elastic coupling between chord-wise bending and extension is considered. The multiple open cracks are modelled as equivalent rotational springs whose spring constants are calculated based on the fracture mechanics of composite material structures. Governing equations of a composite beam with open cracks are derived via Hamilton's Principle and Timoshenko beam theory encompassing transverse shear and rotary inertia effect is adopted. The effects of various parameters such as the ply angle, fiber volume fraction, crack numbers, crack positions and crack depthes on the free vibration characteristics of the beam with multiple cracks are highlighted. The numerical results show that the existence of the multiple cracks in an anisotropic composite beam affects the free vibration characteristics in a more complex fashion compared with the beam with a single crack.

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아주 가는 균열의 산란 해석을 위한 향상된 ILDC 공식 (Improved ILDC Formulation for Very Thin Gap/Crack)

  • 이현수;고일석
    • 한국전자파학회논문지
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    • 제25권9호
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    • pp.938-943
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    • 2014
  • 대규모 PEC 물체의 표면에 존재하는 Gap/Crack 구조에 의한 산란파는 RCS가 매우 낮은 물체에 있어서 그 중요성이 매우 크지만, 고주파 근사법을 사용하여 해석할 수가 없다. 만약 이들의 전기적 폭이 충분히 작다면, 적절한 임피던스 스트립으로 모델링 한 후, 저주파 근사법을 통하여 해석적으로 산란파 공식을 얻을 수 있다. 저주파 공식은 TE(Transverse Electric)파와 TM(Transverse Magnetic)파에 대해 2차원 해의 형태로 주어지며, 이를 바탕으로 3차원 ILDC(Incremental Length Diffraction Coefficients)를 추출할 수 있고, 이를 통하여 물체 표면에 존재하는 임의의 형태의 크랙의 산란파도 계산할 수 있다. 기존의 방법은 TE파에 의한 결과만을 사용하여, TM파가 중요한 경우에 정확도가 떨어진다. 본 논문에서는 TE파와 TM파에 의한 결과를 동시에 사용하여 향상된 ILDC 수식을 제안하고, 그 정확성을 시뮬레이션을 통하여 검증한다.

입자결합모델을 이용한 횡등방성 암석에서의 수압파쇄 특성 연구 (Study on Hydraulic Fracturing in Transverse Isotropic Rock Using Bonded Particle Model)

  • 정재웅;허찬;전석원
    • 터널과지하공간
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    • 제23권6호
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    • pp.470-479
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    • 2013
  • 수압파쇄는 암반에서 유체의 흐름을 촉진시키기 위한 방법으로 사용되며 지열개발, 세일가스의 개발 등 최근 에너지 분야에서 그 어느 때 보다 활발한 연구가 이루어지고 있다. 수압파쇄의 대상이 되는 암반은 등방성을 갖지 않는 경우가 대부분이며 일부 퇴적암층에서는 횡등방성 암반에서 수압파쇄가 이루어진다. 횡등방성 암반에서는 수압파쇄에서 발생하는 균열의 성장 방향이 반드시 최대주응력 방향과 일치하지 않으며 이방성 구조에 따라 변화하게 된다. 그러므로 이 연구에서는 입자결합모델을 이용하여 횡등방성 암석에서의 수압파쇄 특성을 고찰하고 분석하고자 하였다. 또한 실험실 규모의 수압파쇄 실험을 실시하여 수치해석 결과의 타당성을 분석하고자 하였다. 본 연구에서는 가압되는 유체의 점도 및 층리면의 각도 그리고 이방성에 의한 영향으로 균열의 성장 및 균열 패턴에 큰 차이를 보였으며, 횡등방성 모델의 경우 전단균열에 의한 수압파쇄 균열의 성장이 우세한 것으로 나타났다.

저온하에서 레일강의 피로균열진전거동 (Fatigue Crack Growth Behavior of Rail Steel at Low temperature)

  • 김철수;여운기;김영균
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 추계학술대회 논문집(III)
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    • pp.85-90
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    • 2003
  • Among rail defects, the transverse crack, which has been the most dangerous fatigue damage, is developed from shelling near the rail running face and grows perpendicular to the rail surface. Moreover, the crack has occurred frequently fatigue damage during winter. Therefore, to assure the safety of railway vehicles, it is necessary to investigate growth behavior of transverse crack for rail steel. In this study, fatigue crack growth behavior of rail steel and its gas pressure welded part at room and low temperature are performed. The fatigue crack growth rate of the welded part was lower than that of the base part within a lower ${\Delta}K$ region at both room and low temperature, and this difference decreases with increasing the ${\Delta}K$ due to the decrease of the fracture toughness.

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