• 제목/요약/키워드: Crack Instability

검색결과 79건 처리시간 0.023초

일반구조용강 열간압연 박판에 대한 K-R 곡선 결정 (Determination of K-R Curve for Steel Structure Hot-Rolled Thin Plates)

  • 이억섭;이계승;백준호;편장식
    • 한국정밀공학회지
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    • 제19권9호
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    • pp.98-105
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    • 2002
  • Some materials exhibit a rising K-R curve, while the K-R curve for other materials is flat. The shape of the K-R curve depends on material behavior and, to a lesser extent, on the configuration of the cracked structure. The K-R curve for an ideally brittle material is flat because the surface energy is an invariant material property. However, the K-R curve can take on a variety of shapes when nonlinear material behavior accompanies fracture. Five different hot-rolled thin plates are tested to investigate K-R curve behavior. A special experimental apparatus is used to prevent specimens from buckling.

부여 무량사오층석탑의 종합 풍화훼손도 평가 (Synthetic deterioration assessment of the five storied stone pagoda in the Mooryangsa temple, Buyeo, Korea)

  • 송치영;이미혜;조영훈;이찬희
    • 보존과학연구
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    • 통권27호
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    • pp.103-128
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    • 2006
  • Rock properties of the five storied stone pagoda in the Mooryangsa temple are consist mainly in medium grained biotite granite with partly pegmatite veinlet. A part of the foundation stone is substituted in identical rock properties of the pagoda. The upper part of the pagoda is used purples and stone, gray shale and granodiorite. The most serious problem of the pagoda is structual instability from centered subsidence of the ground in northwestern direction remarkably. In southern view, the upper part of the pagoda also is slanted a little in right, it will need reinforcement by engineering method for structual stability of the stone pagoda. Weathering states of the stone pagoda are affected results of natural and artifical factors due to the surface-exfoliation, fine-fissure, crack, falling offs. On the rock surface of the pagoda, ferro-manganese hydroxide compounds are coated along the rainpathway. Also, bryophyte range concentration spreads raindrops face of roof rock properties, which areadd biological weathering effects. For the synthetic evaluation of the deterioration state, we make detailed surface weathering maps, it will be contribute to investigation for future conservation schemes.

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진천 사곡리 마애여래입상의 훼손도 진단과 보존처리 (Deterioration Diagnosis and Conservation Treatment of the Jincheon Sagongnimaaeyeoraeipsang (Stone Relief of Standing Buddha in Sagok-ri), Korea)

  • 김사덕;이명성;한병일;이장존;송치영
    • 보존과학회지
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    • 제25권3호
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    • pp.323-333
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    • 2009
  • 진천 사곡리 마애여래입상은 신라말의 마애불 양식을 계승하여 고려시대에 성행한 거군의 마애불로 암석의 종류는 흑운모화강암이다. 이 마애불은 2007년도에 세정을 통하여 생물학적 손상에 대해 보존처리를 실시했으나, 마애불 전면에 걸쳐 크고 작은 불연속면이 발달하고 있어 구조적 불안정을 야기하고 있다. 또한 암반상부에 일조량을 방해하는 수목으로 인하여 습도가 높은 환경에 노출되어 있다. 마애불이 조각된 암반의 구조적 안정성을 검토한 결과, 마애불의 두상과 수인, 법의부분에서 쐐기파괴의 가능성이 높은 것으로 분석되었다. 마애불에 발달한 불연속면의 보존처리는 먼저 절리면을 세정하고 에폭시수지(L-50)를 주입하여 내부를 완전히 충전하였다. 또한 티타늄봉의 삽입과 와이어로프를 설치하고 동종석분과 활석, 무기안료를 혼합한 에폭시수지(L-30)로 표면처리하여 이질감을 최소화하였다. 이 마애불의 균열 및 절리부위에는 균열측정기가 설치되어 모니터링과 함께 지속적인 보존관리가 수행되고 있다.

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Experimental investigation on bolted rock mass under static-dynamic coupled loading

  • Qiu, Pengqi;Wang, Jun;Ning, Jianguo;Shi, Xinshuai;Hu, Shanchao
    • Geomechanics and Engineering
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    • 제29권2호
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    • pp.99-111
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    • 2022
  • Instability of bolted rock mass has been a major hazard in the underground coal mining industry for decades. Developing effective support guidelines requires understanding of complex bolted rock mass failure mechanisms. In this study, the dynamic failure behavior, mechanical behavior, and energy evolution of a laboratory-scale bolted specimens is studied by conducting laboratory static-dynamic coupled loading tests. The results showed that: (1) Under static-dynamic coupled loading, the stress-strain curve of the bolted rock mass has a significant impact velocity (strain rate) correlation, and the stress-strain curve shows rebound characteristics after the peak; (2) There is a critical strain rate in a rock mass under static-dynamic coupled loading, and it decreases exponentially with increasing pre-static load level. Bolting can significantly improve the critical strain rate of a rock mass; (3) Compared with a no-bolt rock mass, the dissipation energy ratio of the bolted rock mass decreases exponentially with increasing pre-static load level, the ultimate dynamic impact energy and dissipation energy of the bolted rock mass increase significantly, and the increasing index of the ratio of dissipation energy increases linearly with the pre-static load; (4) Based on laboratory testing and on-site microseismic and stress monitoring, a design method is proposed for a roadway bolt support against dynamic load disturbance, which provides guidance for the design of deep underground roadway anchorage supports. The research results provide new ideas for explaining the failure behavior of anchorage supports and adopting reasonable design and construction practices.

Strength and failure characteristics of the rock-coal combined body with single joint in coal

  • Yin, Da W.;Chen, Shao J.;Chen, Bing;Liu, Xing Q.;Ma, Hong F.
    • Geomechanics and Engineering
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    • 제15권5호
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    • pp.1113-1124
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    • 2018
  • Geological dynamic hazards during deep coal mining are caused by the failure of a composite system consisting of the rock and coal layers, whereas the joint in coal affects the stability of the composite system. In this paper, the compression test simulations for the rock-coal combined body with single joint in coal were conducted using $PFC^{2D}$ software and especially the effects of joint length and joint angle on strength and failure characteristics in a rock-coal combined body were analyzed. The joint length and joint angle exhibit a deterioration effect on the strength and affect the failure modes. The deterioration effect of joint length of L on the strength can be neglected with a tiny variation at ${\alpha}$ of $0^{\circ}$ or $90^{\circ}$ between the loading direction and joint direction. While, the deterioration effect of L on strength are relatively large at ${\alpha}$ between $30^{\circ}$ and $60^{\circ}$. And the peak stress and peak strain decrease with the increase of L. Additionally, the deterioration effect of ${\alpha}$ on the strength becomes larger with the increase of L. With the increase of ${\alpha}$, the peak stress and peak strain first decrease and then increase, presenting "V-shaped" curves. And the peak stress and peak strain at ${\alpha}$ of $45^{\circ}$ are the smallest. Moreover, the failure mainly occurs within the coal and no apparent failure is observed for rock. At ${\alpha}$ between $30^{\circ}$ and $60^{\circ}$, the secondary shear cracks generated in or close to the joint tips, cause the structural instability failure of the combined body. Therefore, their failure models present as a shear failure along partial joint plane direction and partially cutting across the coal body or a shear failure along the joint plane direction. However, at ${\alpha}$ of $60^{\circ}$ and L of 10 mm, the "V-shaped" shear cracks cutting across the coal body cause its final failure. While crack nucleations at ${\alpha}$ of $0^{\circ}$ or $90^{\circ}$ are randomly distributed in the coal, the failure mode shows a V-shaped shear failure cutting across the coal body.

진주성 촉석루 성곽지반의 풍화특성과 사면안정성 평가 (Weathering Properties and Slope Stability Evaluations of Bedrock under the Chokseongnu Pavilion, Jinjuseong Fortress, Korea)

  • 조영훈;이명성;이선명;이찬희
    • 보존과학회지
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    • 제20권
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    • pp.89-103
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    • 2007
  • 진주성 촉석루의 성곽지반은 진주층의 사암을 기반암으로 암갈색 내지 담회색의 미사암과 암회색 세일이 호층을 이루며 촉석문 쪽으로 경사진 층리가 발달되어 있다. 이 지반에는 크고 작은수직 및 수평절리가 발달되어 있으며 풍화와 침식작용에 의해 여굴이 발생되어 있다. 또한 불연속면의 발달에 의한 누수현상과 세일층의 세편화, 수목 근압에 의한 균열 및 절리가 나타나 있다. 이 성곽지반의 구성암석 중 물리적으로는 세일층이 화학적으로는 미사암층이 풍화에 민감하게 나타났으며, 공통적으로 기반암인 사암이 풍화에 가장 민감한 특징을 보였다. 성곽지반의 사면안정성 평가 결과, 이 암반사면은 평면파괴에 안정하나 국부적으로 소규모의 쐐기파괴 가능성을 갖고 있으며 사면 전체적으로 전도파괴에 불안정성을 보이는 것으로 나타났다. 따라서 이 성곽지반은 연약지반 개량공법을 통한 지반강도를 증대시키고 석조문화재용 강화제 등을 이용한 표면강화처리를 실시해야 할 것이다. 또한 최소한의 경관을 유지 할 수 있는 수목 이외에는 제거해야하며 수분침투를 막을 수 있는 차수대책 및 배수시설이 필요할 것이다.

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블레이드 손상에 따른 이축식 터보팬 엔진의 동적 안정성 해석 (Rotordynamic Analysis of a Dual-Spool Turbofan Engine with Focus on Blade Defect Events)

  • 김시태;정기현;이준호;박기현;양광진
    • Tribology and Lubricants
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    • 제36권2호
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    • pp.105-115
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    • 2020
  • This paper presents a numerical study on the rotordynamic analysis of a dual-spool turbofan engine in the context of blade defect events. The blades of an axial-type aeroengine are typically well aligned during the compressor and turbine stages. However, they are sometimes exposed to damage, partially or entirely, for several operational reasons, such as cracks due to foreign objects, burns from the combustion gas, and corrosion due to oxygen in the air. Herein, we designed a dual-spool rotor using the commercial 3D modeling software CATIA to simulate blade defects in the turbofan engine. We utilized the rotordynamic parameters to create two finite element Euler-Bernoulli beam models connected by means of an inter-rotor bearing. We then applied the unbalanced forces induced by the mass eccentricities of the blades to the following selected scenarios: 1) fully balanced, 2) crack in the low-pressure compressor (LPC) and high pressure compressor (HPC), 3) burn on the high-pressure turbine (HPT) and low pressure compressor, 4) corrosion of the LPC, and 5) corrosion of the HPC. Additionally, we obtained the transient and steady-state responses of the overall rotor nodes using the Runge-Kutta numerical integration method, and employed model reduction techniques such as component mode synthesis to enhance the computational efficiency of the process. The simulation results indicate that the high-vibration status of the rotor commences beyond 10,000 rpm, which is identified as the first critical speed of the lower speed rotor. Moreover, we monitored the unbalanced stages near the inter-rotor bearing, which prominently influences the overall rotordynamic status, and the corrosion of the HPC to prevent further instability. The high-speed range operation (>13,000 rpm) coupled with HPC/HPT blade defects possibly presents a rotor-case contact problem that can lead to catastrophic failure.

암석 브리지에 의한 불연속면 점착강도의 시간의존성에 관한 연구 (Time-dependent Reduction of Sliding Cohesion due to Rock Bridges along Discontinuities)

  • 박철환;전석원
    • 터널과지하공간
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    • 제14권3호
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    • pp.167-174
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    • 2004
  • 본보는 2003년도에 국제 학술지에 수록된 논문을 국내의 전문가들에게 소개하는 기술보고서이다. 본 연구에서 취성파괴를 보이는 암석에 대하여 시간의존성의 중요성을 설명하는 파괴역학적 모텔이 개발되었다. 균열면을 따라 형성된 신선한 구간인 암석 브리지의 파괴규명으로 불연속면의 점착강도가 감소하는 모델이 설정 되었다. 특히 임계조건 이전에 발생하는 균열성장을 사용하여 파괴역학적 모델을 개발하였는데, 이로부터 시간과 점착강도의 관계를 독립된 수식으로 표현하였다. 예로서 평면파괴가 예상되는 암석 블록에 대한 분석이 이루어 졌다. 절리면의 점착강도는 연속적으로 감소하는 것으로 밝혀줬는데, 초기에는 아주 점진적이며 그 후에는 급격하다. 그러다가 어느 시점에서는 감소된 점착강도는 사면의 불안정과 붕괴를 야기한다. 두 번째 예에서는 몇몇 물질 상수들이 분산을 가진다고 가정하였다. 여기에서는 확률론적으로 사면의 안정성이 분석되었는데 사면의 파괴확률을 시간의 함수로 예견할 수 있다. 시간이 경과함에 따라 사면의 파괴확률은 점점 증가하여 초기에 5% 수준에서 100년 후에는 40% 이상으로 증가한다. 이러한 예제들은 지하구조물이 비록 비교적 단기목적이라 하더라도 불연속면을 갖는 암반의 시간의존성 거동을 예측할 수 있음을 보여 주었다.

Oxide perovskite crystals type ABCO4:application and growth

  • Pajaczkowska, A.
    • 한국결정성장학회:학술대회논문집
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    • 한국결정성장학회 1996년도 The 9th KACG Technical Annual Meeting and the 3rd Korea-Japan EMGS (Electronic Materials Growth Symposium)
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    • pp.258-292
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    • 1996
  • In the last year great interest appears to YBCO thin films preparation on different substrate materials. Preparation of epitaxial film is a very difficult problem. There are many requirements to substrate materials that must be fullfilled. Main problems are lattice mismatch (misfit) and similarity of structure. From paper [1] or follows that difference in interatomic distances and angles of substrate and film is mire important problem than similarity of structure. In this work we present interatomic distances and angle relations between substrate materials belonging to ABCO4 group (where A-Sr or Ca, B-rare earth element, C-Al or Ga) of different orientations and YBCO thin films. There are many materials used as substrates for HTsC thin films. ABCO4 group of compounds is characterized by small dielectric constants (it is necessary for microwave applications of HTsC films), absence of twins and small misfit [2]. There most interesting compounds CaNdAlO4, SrLaAlO4 and SrLaGaO4 were investigated. All these compounds are of pseudo-perovskite structure with space group 14/mmm. This structure is very similar to structure of YBCO. SLG substrate has the lowest misfit (0.3%) and dielectric constant. For preparation of then films of substrates of this group of compound plane of <100> orientation are mainly used. Good quality films of <001> orientations are obtained [3]. In this case not only a-a misfit play role, but c-3b misfit is very important too. Sometimes, for preparation of thin films substrates of <001> and <110> orientations were manufactured [3]. Different misfits for different YBCO faces have been analyzed. It has been found that the mismatching factor for (100) face is very similar to that for (001) face so there is possibility of preparation of thin films on both orientations. SrLaAlO4(SLA) and SrLaGaO4(SLG) crystals of general formula ABCO4 have been grown by the Czochralski method. The quality of SLA and SLG crystals strongly depends on axial gradient of temperature and growth and rotation rates. High quality crystals were obtained at axial gradient of temperature near crystal-melt interface lower than 50℃/cm, growth rate 1-3 mm/h and the rotation rate changing from 10-20pm[4]. Strong anisotropy in morphology of SLA and SLG single crystals grown by the Czochralski method is clearly visible. On the basics of our considerations for ABCO4 type of the tetragonal crystals there can appear {001}, {101}, and {110} faces for ionic type model [5]. Morphology of these crystals depend on ionic-covalent character of bonding and crystal growth parameters. Point defects are observed in crystals and they are reflected in color changes (colorless, yellow, green). Point defects are detected in directions perpendicular to oxide planes and are connected with instability of oxygen position in lattice. To investigate facets formations crystals were doped with Cr3+, Er3+, Pr3+, Ba2+. Chromium greater size ion which is substituted for Al3+ clearly induces faceting. There appear easy {110} faces and SLA crystals crack even then the amount of Cr is below 0.3at.% SLG single crystals are not so sensitive to the content of chromium ions. It was also found that if {110} face appears at the beginning of growth process the crystal changes its color on the plane {110} but it happens only on the shoulder part. The projection of {110} face has a great amount of oxygen positions which can be easy defected. Pure and doped SLA and SLG crystals measured by EPR in the<110> direction show more intensive lines than in other directions which allows to suggest that the amount of oxygen defects on the {110} plane is higher. In order to find the origin of colors and their relation with the crystal stability, a set of SLA and SLG crystals were investigated using optical spectroscopy. The colored samples exhibit an absorption band stretching from the UV absorption edge of the crystal, from about 240 nm to about 550 m. In the case of colorless sample, the absorption spectrum consists of a relatively weak band in the UV region. The spectral position and intensities of absorption bands of SLA are typical for imperfection similar to color centers which may be created in most of oxide crystals by UV and X-radiation. It is pointed out that crystal growth process of polycomponent oxide crystals by Czochralski method depends on the preparation of melt and its stoichiometry, orientation of seed, gradient of temperature at crystal-melt interface, parameters of growth (rotation and pulling rate) and control of red-ox atmosphere during seeding and growth (rotation and pulling rate) and control of red-ox atmosphere during seeding and growth. Growth parameters have an influence on the morphology of crystal-melt interface, type and concentration of defects.

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