• 제목/요약/키워드: Penetration behavior

검색결과 490건 처리시간 0.025초

연안 조간대에 표착된 기름이 입자상 물질의 토양침투에 미치는 영향의 실험적 연구 (Experimental Study on Effect of Stranded Oil on the Penetration of Particulate Matters in Tidal Flat)

  • 정정조;이영식
    • 대한환경공학회지
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    • 제27권10호
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    • pp.1030-1034
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    • 2005
  • 본 연구에서는 파도에너지가 비교적 작은 폐쇄성수역의 사질 조간대를 대상으로 하여 입자상 물질의 토양 침투거동을 파악하고, 유출된 기름의 조간대 사면표착이 입자상 물질의 토양침투 차단 여부를 규명하는 것을 목적으로 하여 모의 조간대 실험장치를 이용하여 실험을 하였다. 폐쇄성 수역과 같은 파도에너지가 작은 조간대에서는 쇄파대에서 붕괴된 파도에 의해서 입자상물질이 orbital 운동을 하면서 반원형태의 침투거동 (semi-circular penetration behavior)을 보였다. 또한 사면의 구배와 쇄파파고의 증가에 따라서 입자상물질의 침투속도도 증가하였다. 조석에 의해서는 토양중 해수의 이동방향과 동일한 방향으로 $45^{\circ}$ 각도를 이루며 토양중으로 침투하였다. 유출된 기름이 토양사면에 표착됨으로 인해 형성된 점착성의 유막은 입자상 물질의 토양침투를 차단하였으며, 이로인해 해수중의 식물성 플랑크톤, 세균, 유기쇄설물과 같은 입자상물질의 침투를 방해하여 조간대에 서식하는 저서생물의 먹이 공급을 감소시켜 연안 생태계에 악영향을 미칠것으로 판단된다.

고농도 도공액의 유동특성에 관한 연구(제2보) - 유동성 조절제가 고전단 점도 및 동적 침투특성에 미치는 영향 - (Studies on Rheological Properties of High Solid Coating Colors(Part 2) - Effect of Rheology Modifiers on High-Shear Viscosity and Dynamic Penetration Behavior -)

  • 유성종;조병욱;이용규
    • 펄프종이기술
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    • 제43권3호
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    • pp.121-127
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    • 2011
  • This study used two types of rheology modifiers including an alkali-swellable emulsion (ASE) and an surface-adhesion emulsion (SAE) to elucidate their effects on high shear viscosity and dynamic penetration behavior among the flow properties of high solids coating. Since rheology under high shear and dynamic penetration behavior significantly affect the quality of coated paper in case of high solids coating, it is very important to examine the variations in rheology of high solids coating color by rheology modifier. It was found that the high solids coating color prepared with the SAE type showed superior dynamic penetration behavior and high shear viscosity than that with the ASE type rheology modifier.

J-적분을 이용한 후판 부분용입 다층용접재의 파괴 해석 (Fracture Analysis of Thick Plate for Partial Penetration Multi-pass Weldment Using J-integral)

  • 김석;송정일
    • 대한기계학회논문집A
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    • 제26권2호
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    • pp.300-307
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    • 2002
  • Partial penetration welding joint is defined as groove welds welded from one side, without steel backing or groove welds welded from both sides but without back gouging. So it has an unwelded portion at the root of the weld. Study of partial penetration weldment fracture behavior includes residual stress analysis and fracture analysis. The J-integral loses its path independency in residual stress field. Therefore, it is necessary to introduce a new J-integral, J, which is defined including the effect of plastic deformation and thermal strain. In this study, theoretical formulation and program were developed for the evaluation of J-integral for the crack tip located in the weldment. Evaluations of fracture behavior were performed for partial penetration multi-pass weldment of 25.4mm thick plate by J-integral. From a point of fracture in partial penetration multi-pass welding, it seemed to be better to control root face smaller than 6.35mm.

Penetration Behavior of Jack-up Leg with Spudcan for Offshore Wind Turbine to Multi-layered Soils Using Centrifuge Tests

  • Min Jy Lee;Yun Wook Choo
    • 한국해양공학회지
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    • 제38권1호
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    • pp.30-42
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    • 2024
  • This study examined the jack-up spudcan penetration for a new type of offshore wind substructure newly proposed using the jack-up concept to reduce construction costs. The jack-up spudcan for offshore wind turbines should be designed to penetrate a stable soil layer capable of supporting operational loads. This study evaluated multi-layered soil conditions using centrifuge tests: loose sand over clay and loose sand-clay-dense sand. The penetration resistance profiles of spudcan recorded at the centrifuge tests were compared with the ISO and InSafeJIP methods. In the tests, a spudcan punch-through effect slightly emerged under the sand-over-clay condition, and a spudcan squeezing effect occurred in the clay-over-sand layer. On the other hand, these two effects were not critically predicted using the ISO method, and the InSafeJIP result predicted only punch-through failure. Nevertheless, ISO and InSafeJIP methods were well-matched under the conditions of the clay layer beneath the sand and the penetration resistance profiles at the clay layer of centrifuge tests. Therefore, the ISO and InSafeJIP methods well predict the punch-through effect at the clay layer but have limitations for penetration resistance predictions at shallow depths and strong stratum soil below a weak layer.

응력집중부를 갖는 표면균열재의 균열길이 변화에 따른 피로거동 (The Fatigue Behavior by Variety of Crack Length of Surface Cracked Plate with Stress Concentration Part)

  • 남기우;김선진
    • 한국해양공학회지
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    • 제9권1호
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    • pp.83-91
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    • 1995
  • Surface defects in structural members are apt to be origins of fatigue cracks growth, which may cause serious failure of whole structures. Most structure has a part where stress concentrates such as welded joints, corner parts, etc. And then, analysis on crack growth and penetration from these defects, therefore, is one of the most important subjects for the reliability of LBB design. The present paper has performed an experimental and analysis on the fatigue crack propagation by variety in crack length of surface cracked plate with stress concentration part. The crack growth behavior can be explained quantitatively by using Newman-Raju equation and the stress partitioning method proposed by ASME B&P Code Sec. XI. The stress concentration factor $K_t$ has affected on the crack growth. The crack growth after penetration depends upon the initial front side crack length.

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압력 선체 관통구 용접부의 변형 제어에 관한 연구 (A Study on the Distortion Control for the Penetration Weldments of Pressure Hull)

  • 김하근;이희태
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2004년도 추계학술발표대회 개요집
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    • pp.254-256
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    • 2004
  • The purpose of this study is to establish the control method of angular distortion at the weldment of the pressure hull penetration. In order to do it, comprehensive experiment and FEA were performed to evaluate the distortion behavior for the weldment of HY-100. Based on the results, a proper deposit sequence for the both sides X groove penetration weldment was established. In addition, a proper welding sequence was proposed by evaluation of bending restraint intensity with size and position of pressure hull penetration.

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고속충격을 받는 Ti/Al 적층재의 파괴거동에 관한 연구 (A study on the fracture behavior of Ti/Al laminates under high velocity impact)

  • 손세원;이두성;홍성희
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.267-272
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    • 2003
  • In order to investigate the effect of face material on Ti/Al alloy laminates under high velocity impact, a ballistic testing was conducted. Ballistic resistance of these materials was measured by protection ballistic limit($V_{50}$), a statistical velocity with 50% probability penetration. Fracture behaviors and ballistic tolerance, described by penetration modes, were respectfully observed, by $V_{50}$ test and Projectile Through Plates (PTP) test at velocities greater than $V_{50}$. PTP tests were conducted with $0^{\circ}$obliquity at room temperature using 5.56mm ball projectile. $V_{50}$ tests with $0^{\circ}$obliquity were also done with projectiles that were able to achieve near or complete penetration during PTP tests. Resistance to penetration, and penetration modes which face material was Titanium alloy, were compared to those which face material was anodized Al alloy after cold-rolling.

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Factors affecting waterproof efficiency of grouting in single rock fracture

  • Lee, Hang Bok;Oh, Tae-Min;Park, Eui-Seob;Lee, Jong-Won;Kim, Hyung-Mok
    • Geomechanics and Engineering
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    • 제12권5호
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    • pp.771-783
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    • 2017
  • Using a transparent fracture replica with aperture size and water-cement ratio (w/c), the factors affecting the penetration behavior of rock grouting were investigated through laboratory experiments. In addition, the waterproof efficiency was estimated by the reduction of water outflow through the fractures after the grout curing process. Penetration behavior shows that grout penetration patterns present similarly radial forms in all experimental cases; however, velocity of grout penetration showed clear differences according to the aperture sizes and water-cement ratio. It can be seen that the waterproof efficiency increased as the aperture size and w/c decreased. During grout injection or curing processes, air bubbles formed and bleeding occurred, both of which affected the waterproof ability of the grouting. These two phenomena can significantly prevent the successful performance of rock grouting in field-scale underground spaces, especially at deep depth conditions. Our research can provide a foundation for improving and optimizing the innovative techniques of rock grouting.

유기계 섬유로 하이브리드 보강된 콘크리트의 휨 거동 및 염분침투저항성 (Chloride Penetration Resistance and Flexural Behavior of Hybrid Organic Fibers Reinforced Concrete)

  • 김승현;강민범;이동욱
    • 한국지반신소재학회논문집
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    • 제14권4호
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    • pp.105-115
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    • 2015
  • 본 연구에서는 매크로섬유를 PP섬유로 대체하여 유기계 섬유들인 PVA섬유 6mm와 PP섬유 50mm로 하이브리드 보강된 콘크리트의 역학적 특성을 파악하기 위해 섬유의 체적비를 주요변수로 하이브리드 섬유 보강 콘크리트(HFRC) 4배합과 섬유가 없는 Plain콘크리트 1배합을 실험하여 비교하였다. 섬유의 체적비를 1%미만으로 제한하였다. 연구결과 유기계 섬유의 하이브리드 보강은 콘크리트의 강성 및 연성거동을 강섬유만큼 극대화시키지는 못하지만, Plain콘크리트와 비교시 매우 진전된 연성거동을 보이며 휨 인성지수와 등가휨강도 사이의 의미 있는 관계를 확인하였다. 그리고 유기계 섬유로 하이브리드 보강한 콘크리트에서도 섬유의 체적비가 증가할수록 연성이 증가하였고 섬유의 하이브리드를 위해 사용한 마이크로섬유인 PVA섬유보다 매크로섬유인 PP섬유가 콘크리트의 휨 거동에 미치는 영향이 크며, 염분침투시험에서도 섬유의 혼입이 염분침투를 억제하는 효과가 있는 것으로 확인되었다.

Residual Stress and Fracture Analysis of Thick Plate for Partial Penetration Multi-Pass Weldment

  • Kim, Seok;Shim, Yong-Lae;Song, Jung-Il
    • Journal of Mechanical Science and Technology
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    • 제16권9호
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    • pp.1033-1039
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    • 2002
  • Partial penetration welding joint refers to the groove weld that applies to the one side welding which does not use steel backing and to both side welding without back gouging, that is, the partial penetration welding joint leaves an unwelded portion at the root of the welding area. In this study, we analyzed the residual stress and fracture on the thick metal plates that introduced the partial penetration welding method. According to the above-mentioned welding method, we could draw a conclusion that longitudinal stress and traverse stress occurred around the welding area are so minimal and do not affect any influence. We also performed the fracture behavior evaluation on the partial penetration multi pass welding with 25.4 mm thick plate by using the J-integral, which finally led us the conclusion that the partial penetration multi-pass welding method is more applicable and effective in handling the root face with less than 6.35 mm.