• 한국강구조학회 논문집
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• 제8권4호통권29호
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• pp.133-133
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• 1996

Application of the relationship $da/dN=C({\Delta}K)^{m}$ is effective in the analysis of fatigue crack growth life. The values of material constant C and m have great influences on the predicted fatigue life and the relationship between fatigue crack growth rate(da/dN) and stress intensity factor range(${\Delta}K$) is effective in fatigue crack growth behavior. In this paper, fatigue crack growth behavior of the welded joints in HT60 grade TMCP(Thermo Machanical Control Process) steel have been studied. To evalute the fatigue crack growth rates of HT60 grade TMCP steel, fatigue test was performed by base metal(BM), heat affected zone(HAZ) and weld metal(WM) in TMCP steel at room temperature. We determined the relationship of $da/dN-{\Delta}K$ by correlation between C and m obtained from the Paris-Erdogan power law data supplied HT60 grade TMCP steel. The obtained results from this study indicate that fatigue crack growth rate of TMCP steel is not influenced by softening effect which occurs in the HAZ when high heat input weld is carried out. Softening effects, which affect fatigue properties. are shown that it is not affected to the fatigue growth rates significantly.

• 대한기계학회논문집A
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• 제29권10호
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• pp.1315-1320
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• 2005

TiNi alloy fiber was used to recover the original shape of materials using its shape memory effect. The shape memory alloy plays an important role within the metal matrix composite. The shape memory alloy can control the crack propagation in metal matrix composite, and improve the tensile strength of the composite. In this study, TiNi/A16061 shape memory alloy(SMA) composite was fabricated by hot press method, and pressed by a roller for its strength improvement. The four kinds of specimens were fabricated with $0\%,\;3.2\%,\;5.2\%\;and\;7\%$ and volume fraction of TiNi alloy fiber, respectively. A fatigue test has performed to evaluate the crack initiation and propagation for the TiNi/A16061 SMA composite fabricated by かis method. In order to study the shape memory effect of the TiNi alloy fiber, the test has also done under both conditions of the room temperature and high temperature. The relationship between the crack growth rate and the stress intensity factor was clarified for the composite, and the cold rolling effect was also studied.

• 한국구조물진단유지관리공학회 논문집
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• 제5권1호
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• pp.195-205
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• 2001

An analytical finite element approach to nonlinear behavior of reinforced concrete shear walls with opening under monotonic loading was presented in this paper. In order to achieve the objectives of present paper, the orthogonal anisotropic models for cracked reinforced concrete element based on smeared crack concept were used as the nonlinear material models of biaxial state of stress. The stiffness of cracked concrete was evaluated through the combined use of tension and compression stiffness models in and parallel directions of crack, respectively and shear transfer effect due to the aggregate interlocking at crack surface. The stress and strain of reinforcement in concrete was evaluated using the average stress and average strain relation with bond effect. based on smeared crack concept. The diagonal reinforcing bar was modeled using truss element with bond effect. A special significance of diagonal reinforcement near opening was given to the shear wall with opening and an effective distribution of diagonal reinforcement was presented in order to give an ultimate strength increment as well as a crack control.

• 대한토목학회논문집
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• 제35권2호
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• pp.481-491
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• 2015

콘크리트 표면에 발생된 균열은 구조물의 수명에 영향을 미치는 주요원인으로 작용하기 때문에 주기적인 검사와 유지관리가 필요하다. 콘크리트 표면 유지관리를 위한 실링작업은 표면에 발생된 균열을 초기에 보수하는 방법으로 시간 경과에 따른 균열의 추가생성 및 확산을 방지하는데 효과적이다. 하지만, 교량 하부의 실링작업은 열악한 작업환경으로 인하여 작업자들의 안전성 확보에 문제가 있다. 이런 이유로, 콘크리트 구조물의 유지관리를 위한 실링자동화의 필요성이 부각되고 있다. 본 논문은 콘크리트 교량 하부에 발생된 균열의 실링작업에 로봇을 적용하기 위한 두 가지 제어방법에 대하여 제안한다. 하나는, 균열의 궤적을 자동으로 추적하는 방법이다. 로봇은 카메라로부터 취득되는 영상정보로 균열의 궤적을 파악하는데, 이전 시점의 궤적 정보를 통하여 다음 이동할 시점의 정보를 유추할 수 있다면, 실시간으로 변동되는 궤적 정보에 대응이 가능하면서 자동으로 균열을 추적할 수 있다. 다른 하나는 접촉면에 일정한 힘을 유지하여 실링하는 방법이다. 장기간 외부 환경에 노출된 거친 표면에서도 로봇이 일정한 접촉력을 유지하며 실링작업을 수행한다면, 균등한 완성도를 유지할 수 있다. 이러한 균일한 힘의 유지를 위하여 임피던스를 이용한 힘 제어 기법을 제안한다. 본 논문에서는 실링 로봇에 적용하기 위하여 개발한 두 가지 제어기법들을 소개하고, 그것을 적용한 Lab Test와 Field Test를 수행한다. 이 시험결과를 토대로 로봇의 현장적용에 대한 의견을 제시한다.

• 로봇학회논문지
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• 제11권2호
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• pp.60-72
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• 2016

This study proposes a multi-robot system, using multiple autonomous robots, to explore concrete structures and assist in their maintenance by sealing any cracks present in the structure. The proposed system employed a new self-localization method that is essential for autonomous robots, along with a visualization system to recognize the external environment and to detect and explore cracks efficiently. Moreover, more efficient crack search in an unknown environment became possible by arranging the robots into search areas divided depending on the surrounding situations. Operations with increased efficiency were also realized by overcoming the disadvantages of the infeasible logical behavioral model design with only six basic behavioral strategies based on distributed control-one of the methods to control swarm robots. Finally, this study investigated the efficiency of the proposed multi-robot system via basic sensor testing and simulation.

• 터널과지하공간
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• 제20권2호
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• pp.125-130
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• 2010

화약류를 이용한 발파에서 가이드공의 균열제어효과를 검토하기 위하여 모르타르 공시체를 이용한 발파실험을 수행하였다. 모르타르 블록의 중앙에 장약공을 설치하고 주변에 방사상으로 4종류의 가이드공을 각각 두 개씩 설치하였다. 4종류의 가이드공은 원형, 노치형, 다이아몬드형, 다이아몬드 홀더형이며, 장약공과 가이드공의 간격은 각각 110 mm, 165 mm, 220 mm으로 하여 3가지 형태의 모르타르 공시체를 제작하였다. 발파 실험 후 공시체에 대한 분석결과, 적용된 가이드공 모두 균열제어효과를 보였으며 같은 폭발압력에서는 노치 가이드 공이 보다 높은 균열제어효과를 나타내었다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2009년 추계학술발표대회
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• pp.103-103
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• 2009

As the size of containership increased over 14,000TEU, thick steel plate with high strength has been used. The plate thickness increased over 70mm and yield strength of the steel plate was around $47kg_f/mm^2$. Many researchers reported that the thick welded plate has low crack arrest toughness. They noticed the crack arrest ability is dependent on the plate thickness. In other words, brittle crack propagates straightly along the welded line and make abrupt fracture in the thick plate which causes low $K_{ca}$. In this study, the other factors, especially welding heat input, to cause low crack arrest toughness was investigated for thick steel plate welds. EH grade steel plates were used in this study and 50 to 80 thick plates were tested to confirm thickness sensitivity. Electro gas welding (EGW) and flux cored arc welding (FCAW) were adopted to prepare the welded joints. Temperature gradient ESSO test was performed to measure $K_{ca}$ values with the variation of welding variables. As a result of this study, regardless of plate thickness, welding heat input to cause welding residual stress around crack path is a key factor to control the brittle crack propagation in welded joints.

• Structural Engineering and Mechanics
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• 제54권1호
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• pp.1-17
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• 2015

An experimental investigation is conducted to examine the behavior and cracking of steel fiberre-inforced concrete spandrel L-shaped beams subjected to combined torsion, bending, and shear. The experimental program includes 12 medium-sized L-shaped spandrel beams organized into two groups, namely, specimens with longitudinal reinforcing bars, and specimens with bars and stirrups. All cases are examined with 0%, 1%, and 1.5% steel fiber volume fractions and tested under two different loading eccentricities. Test results indicate that the torque to shear ratio has a significant effect on the crack pattern developed in the beams. The strain on concrete surface follows the crack width value, and the addition of steel fibers reduces the strain. Fibrous concrete beams exhibited improved overall torsional performance compared with the corresponding non-fibrous control beams, particularly the beams tested under high eccentricity.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.569-572
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• 2004

This study was performed to investigate evaluation of workability from the application in construction site for watertightness concrete used in anti-crack agent. This study compares plain concrete test with field test was carried out at mat foundation(thickness a.8m) of newly constructed apartments of Noen Dong. Conducted tests show that the anti-crack agent was effective to progress compressive strength and control the crack and durability in a construction field.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.689-692
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• 2006

The crack of concrete induced by the heat of hydration is a serious problem, particularly in massive concrete structures. In order to control the temperature crack of massive concrete, the selection of appropriate materials like low heat cement, mixture materials, etc. is essential. In tills study, mix proportion using low heat portland cement and lime stone powder was designed and the best mix proportion, B-1, was selected. When bottom slab of the #219 LNG tank in Incheon was constructed, concrete temperature was measured. And thermal stress was analyzed about bottom slab of the LNG tank. As results of the thermal analysis, crack index was 1.60 in bottom slab and satisfied with construction specifications(over 1.0).