• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.23-28
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• 2002

This paper reports the performance results of hydration heat control of mass concrete walls with pipe cooling system. The thickness of walls ranged from 0.9 to 2.2m. In order to investigate the effect of pipe cooling on the thermal and thermal crack characteristics, the pipe cooling was conducted for 42 walls, and the investigation of thermal cracks was conducted for 14 walls. Based on the investigation, the pipe cooling method decreased the peak temperature of about 13-2$0^{\circ}C$ and the thermal crack width of about 30% for mass concrete walls.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2000년도 추계학술대회 논문집
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• pp.336-343
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• 2000

Crack behavior of steel fiber concrete(SFC) and reinforced steel fiber concrete(RSFC) specimens has been experimentally and analytical investigated. Clack behavior of RSFC beams influenced by longitudinal reinforcement ratio, volume and type of steel fiber, strenth of concrete. It can be observed from experimental result that addition of steel fiber to concrete specimen reduce crack width and increases stiffness, and thus enhances the behavior in serviceability limit states also high cyclic loading

• 콘크리트학회논문집
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• 제23권1호
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• pp.109-120
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• 2011

이 논문에서는 변형경화형 시멘트 복합체(SHCC)로 보수된 휨항복형 철근콘크리트 보의 균열제어 성능에 관한 실험적 연구를 다루었다. 이 실험을 위하여 총 5개의 철근콘크리트 보 실험체를 제작하였으며, 모든 실험체는 최종 파괴시 까지 균열제어 성능을 평가하였다. 실험체 계획시 보통 철근콘크리트 기준 실험체로 계획한 표준 실험체(CBN)와 섬유 혼입 조건에 따른 SHCC의 종류 및 SHCC 보수 방법(patching and layering)에 따라 각각 두 타입 씩 구분하여 제작하였다. 실험 결과 SHCC로 보수된 모든 실험체는 최종파괴시 끼지 취성파괴 및 폭렬현상 등이 발생하지 않았으며, 미세한 다수의 균열이 폭넓게 분포하는 경향을 보였으나, CBN 실험체의 경우는 콘크리트 표면 박리 및 취성적 파괴양상을 나타냈다. 이는 기존 철근콘크리트 보의 균열 손상 완화 및 휨성능 향상에 있어 SHCC의 우수한 모멘트 강도, 연성능력 및 최대하중 이후의 에너지소산능력 등이 원활하게 작용하였기 때문으로 판단된다. 또한 동일한 처짐에서의 균열폭을 비교한 결과 CBN 실험체에 비하여 SHCC로 보수된 모든 실험체가 실험체 전반에 걸쳐 미세한 균열이 다수 분포되는 양상을 나타냈다. 특히, PE섬유의 우수한 기계적 특성에 기인하여 PVA0.75+PE0.75의 혼입조건을 갖는 SHCC가 다소 높은 내구성 및 연성능력을 나타냈다. 이처럼 보의 사용성과 관련하여 균열폭의 진전은 매우 중요한 의미를 갖으며, SHCC를 기존 철근콘크리트 보의 보수보강재료로 활용하였을 때 구조물의 사용연한을 증가시킬 수 있을 것으로 판단된다.

• 한국구조물진단유지관리공학회 논문집
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• 제25권5호
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• pp.68-75
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• 2021

본 연구에서는 콘크리트의 균열조건에 따른 수분 흡수 현상을 해석적으로 분석하였다. 흡수 시간의 증가에 따라 콘크리트 표면을 통해 흡수되는 수분의 양을 실험적으로 분석한 기존 연구 결과들을 바탕으로 2차원 유한요소해석 모델을 개발하였다. 고려된 균열조건은 균열 폭(0.1 mm, 0.3 mm), 균열 깊이(0 ~ 250 mm), 균열 간격(0 ~ 200 mm)이며 총 30개 모델에 대한 유한요소해석을 수행하였다. 유한요소해석을 수행한 결과, 콘크리트 균열부의 수분 흡수량 증가에 중요한 영향을 미치는 조건은 균열 폭 및 균열 깊이의 변화로 확인되었다. 또한 비균열 조건의 콘크리트에 비해 균열부에서 추가로 흡수되는 물의 양을 정량적으로 분석하기 위하여, 균열부 수분 흡수계수(S_crack) 개념을 도입하고 이를 추정하기 위한 예측 식을 제안하였다. 균열 깊이에 대한 분석 결과, 콘크리트 균열 폭과 관계없이 균열 깊이 150 mm 이하에서는 균열로 인한 수분 흡수가 활발하게 발생할 수 있음을 확인하였다. 따라서 외부에 노출된 철근콘크리트 구조물은 제설제와 같은 수용액 등의 흡수로 인하여 철근 부식이 발생할 수 있음을 고려하면, 실제 시설물의 균열 조건을 파악하기 위해서는 시설물의 점검 및 진단 시에 기존 균열 폭에 대한 조사뿐만 아니라 균열 깊이에 대한 조사도 함께 수행되어야 할 것으로 판단된다.

• 대한조선학회지
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• 제21권1호
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• pp.43-47
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• 1984

The purpose of this paper is to investigate theoretically the effect of residual stress due to welding in stress intensity factor of a plate containing the Model I Crack in different crack size and location, and on fatigue crack growth rate. The initiation of crack is found to be possible only in the region of tensile residual stress. The most dangerous crack has the values of d/b and a/b equal to about 0.6 and 1.0, respectively, where d/b is the ratio of distance from the crack to welding bead and the width of tensile residual stress region and a/b is the ratio of crack length and tensile residual stress region. The crack perpendicular to and on the line of welding bead and with a/b equal to about 0.6 has maximum stress intensity factor. The theoretical fatigue crack growth rate under residual stress and applied stress, which is obtained from Forman's Law by stress superposition, is relatively in good agreement with Glinka's[8] experimental value. The fatigue crack growth is shown to be retarded due to residual stress distribution.

• 한국구조물진단유지관리공학회 논문집
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• 제6권4호
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• pp.139-146
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• 2002

A analysis of crack behavior in RC member was performed by nonlinear finite element method. Two crack models were used in F.E.M.(finite element method): one was FCM (the fixed crack model) and the other was RCM (the rotated crack model). Based on parametric study, the ratio of shear steel, strength of concrete, and a/d(shear span/effective depth) were compared with test results of references. According to the test results, when the member behavior was affected by the shear or diagonal tension, RCM was reasonable. However, when the behavior was affected by the flexibility, FCM was more appropriate. In addition, each crack model behavior for the change of shear steel ratio, the increase of strain energy was constant in FCM, but it was different in RCM because of diagonal crack distribution and crack width. Since the strength of concrete is affected not only by shear but also by flexural strength, each crack model behavior yields similar results.

• Smart Structures and Systems
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• 제33권2호
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• pp.105-118
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• 2024

In order to realize tiny bridge crack discovery by UAV-based machine vision, a novel method combining deep learning and tensor voting is proposed. Firstly, the grid images of crack are detected and descripted based on SE-ResNet50 to generate feature points. Then, the probability significance map of crack image is calculated by tensor voting with feature points, which can define the direction and region of crack. Further, the crack detection anchor box is formed by non-maximum suppression from the probability significance map, which can improve the robustness of tiny crack detection. Finally, a case study is carried out to demonstrate the effectiveness of the proposed method in the Xiangjiang-River bridge inspection. Compared with the original tensor voting algorithm, the proposed method has higher accuracy in the situation of only 1-2 pixels width crack and the existence of edge blur, crack discontinuity, which is suitable for UAV-based bridge crack discovery.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.169-174
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• 2001

This study concerns crack effect on concrete anchor system and prediction of tensile capacity, as governed by concrete cone failure, of single anchors located at center of concrete specimen. To Investigate crack effect three different types of crack such as crack width of 0.2mm and 0.5nm, crack depth of loom and 20cm, and crack location of center and biased point were simulated. The static tensile load was subjected to 7/8 in. CIP anchor embedded in concrete of strength 280kg/$cm^{2}$. Tested pullout capacity was compared to prediction value by each current design method (such as ACI 349-97, ACI 349 revision and CEB-FIP which is based on CC Method), In these comparison CC Method and ACI revision showed almost same value in uncracked concrete specimen, however in cracked concrete CC Method showed conservativeness. Therefore the design by ACI 349 revision is recommended for the safe and economic design.

• 한국자동차공학회논문집
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• 제9권3호
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• pp.181-189
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• 2001

For the Tailor Welded Blank sheet used fur automobile body panel, the characteristics of fatigue crack propagation behavior were studied. The thickness of specimen was machined to be same (0.9+0.9mm) and different (0.9+2.0mm). As a base test, mechanical properties around welding zone were examined. The results indicated that there were no significant decreases in mechanical properties, but hardness around welding bead is 2.3 times greater than base material. The crack propagation rate was noticeably decreased around welding line and rapidly increased as it passed by welding line. Reviewing the shape of the crack propagation, crack width around welding line was wide around the welding zone due to retardation of crack growth, but it became narrow passing welding line due to decreased toughness. Elasto-Plastic analysis was performed by finite element analysis fur explaining the test results.

• 한국자동차공학회논문집
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• 제7권7호
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• pp.214-220
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• 1999

In order to use effectively a machinery part with fillet, it is necessary to determine a proper fillet shape in design step, Study of such problem by fracture mechanical criterion is rare. So, this paper focuses on the design of fillet radius in fracture mechanical aspect. Finite element method was used to obtain crack tip stress intensity factor. Stress intensity factor was calculated by COD(crack opening displacement0method proposed by Ingraffea and Manu. The parameter used in this study are thickness ration, filet radium and crack length . If fillet radius increase , crack propagation may be accelerated. Critical crack length is inversely proportional to fillet radius.