• Title/Summary/Keyword: 균열 발생

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Damage Analysis of Singly Oriented Ply Fiber Metal Laminate under Concentrated Loading Conditions by Using Acoustic Emission (음향 방출법을 이용한 집중하중을 받는 일방향 섬유 금속 적층판의 손상 해석)

  • 남현욱;김용환;한경섭
    • Composites Research
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    • v.14 no.5
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    • pp.46-53
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    • 2001
  • In this research, damage behavior of singly oriented ply (SOP) fiber metal laminate (FML) subjected to concentrated load was studied. The static indentation tests were conducted to study fiber orientation effect on damage behavior of FML. During the static indentation tests, acoustic emission technique (AE) was adopted to study damage characteristics of FML. AE signals were obtained by using AE sensor with 150kHz resonance frequency and the signals were compared with indentation curves of FML. The damage process of SOP FML was divided by three parts, i.e., crack initiation, crack propagation, and penetration. The AE characteristics during crack initiation show that the micro crack is initiated at lower ply of the plate, then propagate along the thickness of the plate with creating tiber debonding. The crack grow along the fiber direction with occurring 60∼80dB AE signal. During the penetration, the fiber breakage was observed. As fiber orientation increases, talc fiber breakage occurs more frequently. The AE signal behaviors support these results. Cumulative AE counts could well predict crack initiation and crack propagation and AE amplitude were useful for the prediction of damage failure mode.

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Effects of Expanding Methods on Residual Stress of Expansion Transition Area in Steam Generator Tube of Nuclear Power Plants (원전 증기발생기 전열관 확관법이 확관부위 잔류응력에 미치는 영향)

  • Kim, Young Kyu;Song, Myung Ho
    • Journal of Energy Engineering
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    • v.21 no.4
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    • pp.362-372
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    • 2012
  • The steam generator tubes of nuclear power plants are pressure boundaries, and if tubes are leaked, the coolant with the radioactive materials was flowed out from the primary system to the secondary system and polluted the plant and the air. Recently most crack defects of tubes are stress corrosion cracks and these defects are located in expansion transition area, sludge pile-up region, and U-bend area. The most effective one of crack initiation factors in expansion transition area and U-bend area is the residual stress. According to the experiences of Korea standard nuclear plants(Optimized Power Reactor-1000), they had the stress corrosion cracks at the tube expansion transition area in early operating stage and especially lots of circumferential cracks were occurred. Therefore in this study, the distributions and conditions of residual stresses by tube expansion methods were compared and the dominant reason of a specific direction was examined.

Study on the Crack Generation Patterns with Change in the Geometry of Notches and Charge Conditions (노치 형상 및 장약조건의 변화에 따른 균열발생양상에 관한 연구)

  • Park, Seung-Hwan;Cho, Sang-Ho;Kim, Seung-Kon;Kim, Kwang-Yeom;Kim, Dong-Gyou
    • Tunnel and Underground Space
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    • v.20 no.1
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    • pp.65-72
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    • 2010
  • Crack-controlled blasting method which utilizes notched charge hole has been proposed in order to achieve smooth fracture plane and minimize the excavation damage zone. In this study, the blast models, which have a notched charge hole, were analyzed using dynamic fracture process analysis software to investigate the effect of the geometry of a notched charge hole and decoupling indexes of the charge hole on crack growth control in blasting. As a result, crack extension increased and damage crack decreased with the notch length. Ultimately, stress increment factors and resultant fracture patterns with different notch length and width were analyzed in order to examine the effect factors on the crack growth controlling in rock blasts using a notched charge hole.

Influence of Cracks in Precast Concrete Deck on the Flexural Strength of Composite Half PC Slab (하프PC 슬래브에 발생한 균열이 합성 슬래브의 휨 내력에 미치는 영향에 관한 실험적 연구)

  • Seo, Tae-Seok;Lee, Moon-Sung;Choi, Chang-Sik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.2 s.54
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    • pp.199-205
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    • 2009
  • Recently, as the concern for the development of a construction method for an environmental protection and for tall building is increasing, the use of the half precast concrete(PC) slab that has the solution of environmental problems and the advantage such as reduction of construction period is being demanded. However, there is shortcoming that the crack can occur easily while constructing, and these cracks can have a bad influence upon the structural performance of PC composite slab. However, there is little studies on the influence of these cracks on the structural performance of composite PC slab. In this study, the specimen caused the crack before pouring topping concrete in the half PC slab and the PC composite slab without the cracks were produced to investigate the structural performance of PC composite slab with crack.

Crack Width Calculation Based on Bond Characteristics and Cracking Behavior of Reinforced Concrete Structures (부착특성과 균열거동을 고려한 철근콘크리트 구조물의 균열폭 계산)

  • Yang, Jun-Ho;Kim, Woo;Lee, Gi-Yeol
    • Journal of the Korean Society for Railway
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    • v.12 no.6
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    • pp.944-952
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    • 2009
  • This paper presents an analytical model for calculation of crack widths in reinforced concrete structures. The model is mathematically derived from the actual bond stress-slip relationships between the reinforcement and the surrounding concrete, and the relationships summarized in CEB-FIP Model Code 1990 and Eurocode 2 are employed in this study together with the numerical analysis result of a linear slip distribution along the interface at the stabilized cracking stage. With these, the actual strains of the steel and the concrete are integrated respectively along the embedment length between the adjacent cracks so as to obtain the difference in the axial elongation. The model is applied to the test results available in literatures, and the predicted values are shown to be in good agreement with the experimentally measured data.

Evaluation of Micro Crack Using Nonlinear Acoustic Effect (초음파의 비선형 특성을 이용한 미세균열 평가)

  • Lee, Tae-Hun;Jhang, Kyung-Young
    • Journal of the Korean Society for Nondestructive Testing
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    • v.28 no.4
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    • pp.352-357
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    • 2008
  • The detection of micro cracks in materials at the early stage of fracture is important in many structural safety assurance problems. The nonlinear ultrasonic technique (NUT) has been considered as a positive method for this, since it is more sensitive to micro crack than conventional linear ultrasonic methods. The basic principle is that the waveform is distorted by nonlinear stress-displacement relationship on the crack interface when the ultrasonic wave transmits through, and resultantly higher order harmonics are generated. This phenomenon is called the contact acoustic nonlinearity (CAN). The purpose of this paper is to prove the applicability of CAN experimentally by detection of micro fatigue crack artificailly initiated in Aluminum specimen. For this, we prepared fatigue specimens of Al6061 material with V-notch to initiate the crack, and the amplitude of second order harmonic was measured by scanning along the crack direction. From the results, we could see that the harmonic amplitude had good correlation with COD and it can be used to detect the crack depth in more accurately than the common 6 dB drop echo method.

Preparation of Lightweight Aerated Concrete and Characteristic Analysis of Foaming Agent (경량기포콘크리트의 제조 및 기포제의 특성분석)

  • Yim, Going;Yim, Chai-Suk
    • The Journal of Engineering Research
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    • v.8 no.1
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    • pp.31-50
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    • 2006
  • Shrinkage may cause cracking in concrete. In practice such cracking must be considered in most concrete applications because, under normal conditions, drying of the concrete is unavoidable, and when drying takes place shrinkage occurs. Cracked concrete is an inferior concrete because it is weaker, more permeable, and more susceptible to chemical attack. The development of the strength of LAC with aging depends on a few factors such as type of the cement, W/C ratio, curing conditions and periods. The higher the strength of LAC, the lower the possibility of shrinkage cracking. Hence, the strength of LAC in the hypocaust system depends to a large extent on the effect of cracking decrease of the antifoaming rate to drying shrinkage in cement.

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Crack Control in Beams and One-Way Slabs (보 및 1방향 슬래브의 균열제어)

  • Min, Chang-Shik
    • Journal of the Korea Concrete Institute
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    • v.24 no.4
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    • pp.381-390
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    • 2012
  • The KCI Building Code (2003 and 2007) provisions to control flexural cracking in beams and one-way slabs are discussed for related researches and the development of the provisions. Based on the basic ideas over the development of current provisions, possible problems with cracking control are identified and discussed for the remedies to fix the problems. Simple and clear equations to control flexural cracking in beams and one-way slabs are presented. The presented equations would avoid any conflicts with other provisions for the spacing of reinforcement.

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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Cracking in Welds and Its Prevention(IV) - Hot Cracking in Welds(III) - (용접부의 균열 및 그 방지(IV) - 고온균열(III) -)

  • 박화순
    • Journal of Welding and Joining
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    • v.20 no.4
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    • pp.427-428
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    • 2002
  • 용접부의 균열 및 그 방지(Ⅱ)와 (Ⅲ)' 에서는 고온 균열의 종류와 특징, 발생기구 및 방지대책에 대한 일반적인 내용을 언급하였다. 여기서는 실용 재료를 중심으로 하여 그들 재료의 고온균열감수성과 방지 대책에 대하여 간략하게 소개하기로 한다.