• 헤리티지:역사와 과학
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• 제55권2호
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• pp.186-197
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• 2022

여주 신륵사 대장각기비는 불경을 만들어 보관하던 곳인 대장각의 조성에 관한 기록이 적힌 고려시대의 비석이다. 비신은 변색이 일어나고 수십 개의 균열이 발생하였으며 부분적으로 결실되어 명문이 일부 훼손된 상태로 오랫동안 유지되어 왔다. 석조유산에 적용할 수 있는 비파괴분석법을 활용하여 대장각기비의 재질조사, 휴대용 X-선 형광분석, 초음파 물성진단을 실시하였다. 재질조사 결과, 비신은 담회색 결정질 석회암으로, 받침석, 지지석, 옥개석은 중조립질 흑운모화강암으로 구성되어 있음을 확인하였다. 대장각기비의 변색오염물은 휴대용 X-선 형광분석 결과 철(Fe)이 원인물질로 판단되었다. 분포양상으로 미루어 비신과 개석 사이에 철을 함유한 물질이 산화되어 흘러내리고 이후 생물이나 유기질 오염물이 부착되면서 황색과 흑색 오염물을 형성한 것으로 해석된다. 초음파 물성진단 결과, 신선한 암석(FR)부터 완전히 풍화된 암석(CW)까지 다양한 풍화도를 보였고 평균 풍화도지수는 3등급(보통)으로 산출되었다. 균열이 집중적으로 나타난 지점은 완전히 풍화된 단계(CW)로 판정되었고, 비신 상부와 하부에 분포하는 일부 균열은 위험도가 매우 높은 것으로 확인되었다. 균열에 대해서는 향후 거동 모니터링과 보강대책 수립이 필요할 것으로 판단된다.

• Restorative Dentistry and Endodontics
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• 제20권1호
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• pp.152-163
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• 1995

This experiment was performed to observe the adhesion pattern and microleakage in the gingival margin according to variation in the resin cement thickness which results from thickness of Die spacer. which is considered to effect the adaptability of the composite resin inlays. Clearfil CR inlays were fabricated on stone models with CR Sep applicated once and Nice fit twice, 4 times, and 6 times each. After 2nd curing within the CRC-100 oven, CR inlays were cemented with CR inlay cement. Dye(2% methylene blue) penetration and adhesion pattern were evaluated after sectioning of gingival margin into :3 pieces. The results were as follows ; 1. The thickness of resin cement showed unevenchanging pattern with that of die spacer, namely, it was increased until 4 times' application of Nice-Fit but was decreased with 6 times' application of that. 2. The degree of dye penetration wasn't affected by cement thickness within a limited value. 3. Most of dye penetration was shown through the interface between cement and enamel rather than the interface between cement and CR inlay. This shows that the affinity of resin cement for CR inlay was superior to the adhesive strength with tooth structure. 4. No gap was found at the interface between enamel and cement but some showed separation between dentin and cement. It is concidered that the contraction force of cement was less than the bond strength with the enamel. 5. Lots of voids were found in the CR inlay and resin cement. There was a pooling tendency of bonding agent and cement in the axiogingival line angle portion. 6. In some specimens, cracks were shown in enamel margin. From this it could be considered that cavity preparation and surface treatment weakened the tooth structure.

• 비파괴검사학회지
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• 제15권2호
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• pp.395-406
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• 1995

초음파탐상시험을 통해 용접 결함의 종류를 정확히 구분하는 것은 정량적 비파괴시험을 위한 기본적인 단계로서 매우 중요한 문제인데, 이 문제는 최근 활발한 연구가 진행중인 초음파 형상 인식 기법의 적용에 의해 해결할 수 있다. 여기에서는 특징 추출, 특징 선택 그리고 결함 분류 등 초음파 형상 인식 기법의 세부 기술과 함께, 특히 최근 효율적인 분류기로 관심을 모으고 있는 확률 신경 회로망의 적용에 대해 논의하였다. 그리고 강 용접부 내부에 존재하는 결함을 균열, 기공, 슬래그 혼입의 3 종류로 분류하는 문제에 확률 신경 회로망을 적용한 예를 통하여, 초음파 형상 인식 기법의 효용성을 검증하였다. 또한 민감한 특징을 효율적으로 선별하는데 널리 사용되는 전방 특징 선택법과 그 적용에 대해서도 논의하였다.

• 터널과지하공간
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• 제7권3호
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• pp.191-201
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• 1997

Geological and geotechnical surveys, in general, should precede the excavation to ensure the safety of the tunnel and should be followed up according to the various geological condition during the excavation. However actually the standard support patterns which were decided during the design step used be insisted for the whole excavation steps in spite of the various geological conditions. OO tunnel was excavated with NATM and a support pattern type-V in weak rocks. When the tunnel was excavated up to 25m long, the severe displacement was generated in the portal area and the shotcrete was damaged to make the cracks and the tunnel face was totally collapsed. It might happen owing to the one-day heavy rain, but the exact reason for that accident should be found out and the new optimal support patternt needed. Consequently three dimensional numerical analysis was applied for the evaluation of the cause of the tunnel collapse instead of two dimensional analysis, because three dimensional analysis can show better the real field phenomenon than two dimensional analysis in which the load distribution methods are adopted for the tunnel excavation. We could simulate the actual situations with three dimensional finite difference code and propose the new optimal support patterns.

• 한국재료학회지
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• 제9권4호
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• pp.398-403
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• 1999

폴리에틸렌과 에폭시 수지계 고분자 정연재료에서 발생하는 전기트리 열화 및 절연파괴 현상에 대해 연구하였다. 침-평판 전극구조를 갖는 블럭상 시편에 전기적 응력을 가하고 침 선단에서 발생하는 전기트리를 관찰하였다. 저밀도 폴리에틸렌에서 발생하는 전기트리 형상은 밀도가 매우 높은 부시상이었으며, 가교 풀려에틸렌에서는 가지형 전기트리가 관찰되었다. 에폭시 수지 에서는 첨가제 SN의 함량과 온도가 증가함에 따라 절연파괴 강도는 감소하였으며 전기트리는 더욱 복잡해졌다. 가교밀도가 높아 딱딱한 DGEBA/MDA 에폭시 수지계에서는 전도성 트리 경로 주위에 일련의 부채꼴 크랙이 관찰되었다.

• Elastomers and Composites
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• 제54권4호
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• pp.313-320
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• 2019

A typical wear pattern was reported to resemble the fatigue crack growth behavior considering its mechanism, especially for amorphous rubbers such as styrene-butadiene rubber (SBR). In this study, the wear and crack growth rates were correlated using two separate experiments for carbon black and silica-reinforced selected rubber compounds. The wear rate was determined using a blade-type abrasion tester, where the frictional energy input during wearing was measured. The crack propagation rate was determined under different tearing energy inputs using a home-made fatigue tester, with a pure-shear test specimen containing pre-cracks. The rates of abrasion and crack propagation were plotted on a log-log scale as a function of frictional and tearing energies, respectively. Reasonable agreement was observed, indicating that the major mechanism of the abrasion pattern involved repeated crack propagation.

• Advances in biomechanics and applications
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• 제1권1호
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• pp.1-14
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• 2014

In this paper, a simple and accurate finite element model coupled to quasi-brittle damage law able to describe the multiple cracks initiation and their progressive propagation is developed in order to predict the complete force-displacement curve and the fracture pattern of human proximal femur under quasi-static load. The motivation of this work was to propose a simple and practical FE model with a good compromise between complexity and accuracy of the simulation considering a limited number of model parameters that can predict proximal femur fracture more accurately and physically than the fracture criteria based models. Different damage laws for cortical and trabecular bone are proposed based on experimental results to describe the inelastic damage accumulation under the excessive load. When the damage parameter reaches its critical value inside an element of the mesh, its stiffness matrix is set to zero leading to the redistribution of the stress state in the vicinity of the fractured zone (crack initiation). Once a crack is initiated, the propagation direction is simulated by the propagation of the broken elements of the mesh. To illustrate the potential of the proposed approach, the left femur of a male (age 61) previously investigated by Keyak and Falkinstein, 2003 (Model B: male, age 61) was simulated till complete fracture under one-legged stance quasi-static load. The proposed finite element model leads to more realistic and precise results concerning the shape of the force-displacement curve (yielding and fracturing) and the profile of the fractured edge.

• Structural Engineering and Mechanics
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• 제81권5호
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• pp.539-550
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• 2022

A detailed experimental program was conducted to investigate the flexural behavior of ultra high performance concrete (UHPC) beams reinforced with high strength steel (HSS) rebars with a specified yield strength of 600 MPa via direct tensile test and monotonic four-point bending test. First, two sets of direct tensile test specimens, with the same reinforcement ratio but different yield strength of reinforcement, were fabricated and tested. Subsequently, six simply supported beams, including two plain UHPC beams and four reinforced UHPC beams, were prepared and tested under four-point bending load. The results showed that the balanced-reinforced UHPC beams reinforced with HSS rebars could improve the ultimate load-bearing capacity, deformation capacity, ductility properties, etc. more effectively owing to interaction between high strength of HSS rebar and strain-hardening characteristic of UHPC. In addition, the UHPC with steel rebars kept strain compatibility prior to the yielding of the steel rebar, further satisfied the plane-section assumption. Most importantly, the crack pattern of the UHPC beam reinforced with HSS rebars was prone to transform from single main crack failure corresponding to the normal-strength steel, to multiple main cracks failure under the condition of balanced-reinforced failure, which validated by the conclusion of direct tensile tests cooperated with acoustic emission (AE) source locating technique as well.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 봄 학술발표회 논문집
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• pp.463-469
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• 2004

This paper discusses 2D lattice models of beams for simulating the fracture of brittle materials. A simulation of an experiment on a connote beam subjected to bending, in which two overlapping cracks occur, is used to study the effect of individual beam characteristics and different arrangements of the beams in the overall lattice. It was found that my regular orientation of the beams influences the resulting crack patterns. Methods to implement a wide range of poisson's ratios are also developed, the use of the lattice to study arbitrary micro-structures is outlined The crack pattern that n obtained with lattice m in good agreement with the experimental results. Also, numerical simulations of the tests were performed by means of a lattice model, and non-integer dimensions were measured on the predicted lattice damage patterns.

• 한국정밀공학회지
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• 제19권5호
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• pp.43-50
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• 2002

Friction welding has many merits such as energy efficiency, simple processing, etc butt difficult to obtain good weld at the welded interface and heat affected zone. To date, the continuum mechanics and fracture mechanics are utilized to analyse stresses at the interface and propagation of cracks. In this study. STS304 and SM15C are selected because they can be differentiated distinctively from metallic point of view and crack can be observed easily. It is ovserved during friction welding that STS304, rotary part is hatter than SH15C, fixed part. The last fracture occurs around the center because the surface of fatigue fracture has smooth regions, due to the separation phenomenon in plastic flows layers and striation dimple pattern.