• Geomechanics and Engineering
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• 제34권1호
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• pp.103-113
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• 2023

This study focused on understanding the relationship between the design of a tunnel boring machine disc cutter ring and its rock-breaking efficiency, as well as the applicable conditions of different cutter ring types. The discrete element method was used to establish a numerical model of the rock-breaking process using disc cutters with different ring types to reveal the development of rock damage cracks and variation in cutter penetration load. The calculation results indicate that a sharp-edged (V-shaped) disc cutter penetrates a rock mass to a given depth with the lowest load, resulting in more intermediate cracks and few lateral cracks, which leads to difficulty in crack combination. Furthermore, the poor wear resistance of a conventional V-shaped cutter can lead to an exponential increase in the penetration load after cutter ring wear. In contrast, constant-cross-section (CCS) disc cutters have the highest quantity of crack extensions after penetrating rock, but also require the highest penetration loads. An arch-edged (U-shaped) disc cutter is more moderate than the aforementioned types with sufficient intermediate and lateral crack propagation after cutting into rock under a suitable penetration load. Additionally, we found that the cutter ring wedge angle and edge width heavily influence cutter rock-breaking efficiency and that a disc cutter with a 16 to 22 mm edge width and 20° to 30° wedge angle exhibits high performance. Compared to V-shaped and U-shaped cutters, the CCS cutter is more suitable for soft or medium-strength rocks, where the penetration load is relatively small. Additionally, two typical case studies were selected to verify that replacing a CCS cutter with a U-shaped or optimized V-shaped disc cutter can increase cutting efficiency when encountering hard rocks.

• Journal of the Korean Wood Science and Technology
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• 제25권4호
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• pp.51-60
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• 1997

We investigated the characteristics of air-and vacuum-drying heated by hot plates for 8~14cm-diameter logs or 6~12cm-thick pillars of Pinus koraiensis. And we evaluated the effects of longitudinal kerf and vacuum drying heated by hot plates. The vacuum drying times from green to 10.9~18.6% MC were 15 days, and these times were one-fifth compared to the air-drying times. The longitudinal kerfing had no significant, effect on drying rates during both air-drying and vacuum drying. But drying defects such as surface checks and V-shaped cracks were effectively prevented during air-drying and vacuum drying by longitudinal kerfing. The vacuum drying was more advantageous than air-drying for preventing of surface checks, end checks and V-shaped cracks, and especially, the vacuum dried pillars with longitudinal kerf were almost free from drying defects. In accelerated weathering conditions the resin did not exude for all specimens.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2009년도 춘계학술대회 논문집
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• pp.405-408
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• 2009

Edge cracks in cold rolling always influence to the quality of productions, while the "V" shaped cracks were propagated by passing the roll gap. We set up the sizes and shapes of initial cracks in simulation according to the references from real productions. Different to in hot rolling, the cracks in cold rolling couldn't be reduced from propagation automatically after generated, even if these could be reduced by changing the process parameters. In this paper, we described the affections of process parameters on the propagation of edge cracks, such as reduction ratio and tension. We predicted that the dependence of the cracks propagations of changing of process conditions and expected to gain the smaller edge cracks. By raising the reduction ratio, the cracks were propagated increasingly in both transverse and rolling directions. And as tension raise, the cracks became propagated in both directions in which transverse direction was less effectively.

• 대한토목학회논문집
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• 제32권1A호
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• pp.39-48
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• 2012

본 논문에서는 V형 노치 및 반원형 노치 균열을 갖는 패치보강 적층판의 응력확대계수 산정을 위하여 수치해석적 방법을 사용한다. p-수렴 비등매개변수 모델이 고려되고, 이와 같은 비등매개변수 모델의 결과를 활용한 3차원 가상균열닫힘법에 대한 식이 표현된다. 1차원 로바토 함수로부터 확장된 3차원 계층적 형상함수를 가지고서, 임의의 요소에서의 변위장의 변위-변형률 관계와 3차원 구성방정식이 표현된다. 원형경계의 기하형상을 나태내기 위해 초유한사상기법을 사용한다. 응력집중계수, 응력분포, 자유도, 그리고 무차원 응력확대계수 등의 항목에 대해서, 제안된 모델의 정확도와 단순성이 기존의 결과들과의 비교를 통해 설명된다. 균열 적층판의 폭, 높이, 노치근입부의 반경, V형 노치의 경사각, 균열길이 등의 변화에 따른 응력확대계수가 산정된다.

• Smart Structures and Systems
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• 제20권1호
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• pp.75-83
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• 2017

Effectively monitoring the concrete cracks is an urgent question to be solved in the structural safety monitoring while cracks in hydraulic concrete structures are ubiquitous. In this paper, two experiments are designed based on the measuring principle of Pulse-Pre pump Brillouin Optical Time Domain Analysis (PPP-BOTDA) utilizing Brillouin optical fiber sensor to monitor concrete cracks. More specifically, "V" shaped optical fiber sensor is proposed to determine the position of the initial crack and the experiment illustrates that the concrete crack position can be located by the mutation position of optical fiber strain. Further, Brillouin distributed optical fiber sensor and preinstall cracks are set at different angles and loads until the optical fiber is fractured. Through the monitoring data, it can be concluded that the variation law of optical fiber strain can basically reflect the propagation trend of the cracks in hydraulic concrete structures.

• 보존과학회지
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• 제35권5호
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• pp.453-469
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• 2019

청자 '순화4년'명 항아리는 굽바닥에 명문이 새겨져 용도와 사용처, 제작자를 알 수 있는 등 초기 청자의 제작 정황을 보여주는 중요한 편년자료이다. 청자 항아리는 과거에 여러 번 수리복원 되었으나 시간이 지나면서 다양한 환경변화로 인해 처리 재료가 노화되어 균열부의 이격 및 단차가 발생하는 등 구조적 안정성이 우려되었다. 보존상태를 정밀 진단한 결과, 청자 항아리는 정면의 '입(入)'자형 균열, 좌면의 'V'자형 결실부를 포함한 균열, 후면의 'J'자형 균열이 주요 손상부위로 확인되었다. 균열부는 장뇌, 건성유, 송진 등이 포함된 정제 옻을 접착제로 토분을 첨가하여 접합하고 접합선은 다시 정제 옻을 칠한 후 금분으로 표면 처리한 것을 알 수 있었다. 결실부는 석고로 복원 후 아크릴 물감으로 색맞춤하였다. 이후 수리복원 재료가 노화되어 1981년에 국립중앙박물관에서 응급처리를 실시하였는데, 균열부 보강을 위해 Cemedine C를 쓰거나 Cemedine C에 Microballoon을 첨가하여 사용하였다. 보존처리는 유물의 보존상태 진단 결과를 근거로, 과거 수리복원 재료를 제거하고 물리적으로 취약한 부분을 다시 접합복원을 통해 보강하는데 중점을 두었다. 또한 추후 전시하는데 활용될 수 있도록 복원부를 중심으로 색맞춤을 실시하였다.

• 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.

• Journal of the Korean Wood Science and Technology
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• 제36권6호
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• pp.59-68
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• 2008

본 연구에서는 엔드테이핑(End-taping) 처리가 두께가 20~75 mm이고, 직경이 120~470 mm인 백합나무 원반들의 고주파진공건조중 건조결함 예방 미치는 영향에 대하여 조사하였다. Inside end-taping (Inside-ET)과 Outside end-taping (Outside-ET)의 경우 두께 33 mm, 직경 270 mm 이하 원반에서 할렬의 예방효과가 우수하게 나타났다. 직경이 30 cm 이하이고, 두께 60 mm와 두께 75 mm의 원반에서도 전처리을 통하여 경계할렬을 예방할 수 있을 것으로 기대되었다. 경계할렬의 발생위치는 0.50~0.63 diameter 지점으로서 직경에 따라서 상이하였으며, 따라서 횡단면의 부분 엔드테이핑 처리의 경계선도 원반의 직경 따라 적정하게 선정할 필요가 있는 것으로 조사되었다. 중경재의 경우 0.3 diameter 지점이 경계할렬 예방을 위한 전처리의 경계점일 가능성이 높을 것으로 해석된다. 대경재의 경우 경계할렬과 V형 크랙에 의한 손상이 매우 심하였으며, 이는 방사방향으로의 함수율 분포변이가 극심한 백합나무 고유의 재질특성에 기인한 것으로 해석된다. 따라서 대경재의 경우 원반으로 활용하는 것은 적절하지 않는 것으로 생각된다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2002년도 추계학술대회 논문집
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• pp.267-272
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• 2002

Pitting corrosion is a very common occurrence in marine structures. Therefore, the 3-D finite element analysis is carried out to determine the stress intensity factors at the pit depth and also at the surface of the pit. The pits are modeled as a part of sphere, based on the pit depth and the pit diameter as specified by the Ship Structural Committee. The pit depth and pit diameter are function of the percentage of pitting that the plate is subjected to. A dog-bone shaped specimen is subjected to different intensities of pitting and the stress intensity factors are determined under axial tensile loads.

• 한국결정성장학회지
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• 제24권3호
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• pp.89-93
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• 2014

V/III족 ratio의 변화에 따른 r-plane의 sapphire 위에 HVPE로 성장한 a-plane GaN 에피텍셜층의 특성변화를 연구하였다. V/III족 ratio가 증가함에 따라서, a-plane (11-20) GaN에 대한 Rocking Curve의 FWHM의 값이 감소하며, 성장된 GaN의 표면 거칠기도 감소하고, 성장성도는 증가하다가 V/III족 ratio 7까지는 증가하다가 다시 감소하는 경향을 보여준다. 즉 V/III족 ratio 10에서 a-plane (11-20) GaN에 대한 Rocking Curve의 FWHM의 가장 작은 829 arcsec값을 보이고, 표면거칠기도 가장 작은 1.58 nm 값을 보인다. 또한 광학현미경상에서 관찰되는 내부 Crack 또는 void가 가장 적게 발생하였다. 그리고 M모양의 Azimuth angle 의존도를 전 샘플에서 보이며, V/III족 ratio 10에서 FWHM 최대값과 최소값의 편차값이 439 arcscec로 가장 작은 차이를 보였다.