• 대한기계학회논문집A
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• 제40권2호
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• pp.175-183
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• 2016

복잡한 기계장치에 대한 내구신뢰성 평가는 단순한 응력해석을 통해 피로수명을 예측하는 것이 일반적인 방법이다. 하지만 기존 방법은 유한요소 해석 시 여러 가지 요인에 의해 일관된 응력해석 결과를 얻기 어려워 해석자에 따라 상이한 수명을 예측하는 단점을 지닌다. 하지만 구조응력을 기반으로 하는 내구신뢰성 평가 기법은 이러한 단점을 보완하여 보다 합리적인 결과를 제공해 준다. 구조응력기법은 유한요소 모델의 요소 수와 요소 형태에 무관하게 일관된 응력결과를 제공하기 때문에 신뢰성이 높은 내구도 평가 결과를 얻을 수 있다. 해석조건 및 환경에 독립적인 결과를 제공해 주는 구조응력은 최근 대형선박 설계 및 각종 기계장치의 피로수명 예측에 종종 활용되고 있어 보다 깊이 있고 체계적인 연구가 필요하다. 따라서, 본 연구에서는 (a) 유한요소모델의 형태에 상관없이 요소에 독립적인 구조응력 산출기법을 제시하고, (b) 이를 이용하여 자동차 클러치 스냅링부의 구조응력 산출하여 피로파괴를 예측하고자 한다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제8권6호
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• pp.615-630
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• 2016

Complex stress distributions often exist in ocean engineering structures. This stress influences structural vibrations. Finite Element Methods exhibit some shortcomings for solving non-uniform stress problems, such as an unclear physical interpretation, complicated operation, and large number of computations. Analytical methods research considers mainly uniform stress problems, and often, their methods cannot be applied in practical marine structures with non-uniform stress. In this paper, an analytical method is proposed to solve the vibration of plates with general stress distributions. Non-uniform stress is expressed as a special series, and the stress influence is inserted into a vibration equation that is solved through decoupling to obtain an analytical solution. This method has been verified using numerical examples and can be used in arbitrary stress distribution cases. This method requires fewer computations and it provides a clearer physical interpretation, so it has advantages in some qualitative research.

• 한국구조물진단유지관리공학회 논문집
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• 제23권3호
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• pp.92-95
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• 2019

본 논문에서는 압분광법을 기반으로 강재에 작용하는 응력을 비파괴/비접촉식으로 측정할 수 있는 새로운 방법은 제안하고, 이에 대한 가능성을 실험적으로 검증하였다. 분광법은 일반적으로 대상물의 화학적 성분을 분석하는데 주로 사용되며, 토목분야에서는 강재의 부식을 판단하는데 일부 사용되고 있다. 압분광법은 대상물이 하중을 받을 때 측정된 스펙트럼이 하중이 없는 상태에서 측정된 스펙트럼으로부터 이동(Shift)되는 현상인, 압분광현상을 기반으로 응력을 측정하는 방법이다. 여기서, 응력-스펙트럼 이동 관계를 선형으로 가정하였을 때, 압분광 계수를 도출할 수 있으며, 이를 통하여 현재상태의 응력을 측정할 수 있다. 해당 기술은 레이저를 기반으로한 비접촉식 응력측정 기술로써, 최근에 철도 구조물에 대한 응력 측정을 시작으로 다양한 토목구조물의 응력측정에 대한 적용이 시도되고 있다. 본 연구에서는 이와 같은 압분광법 기술을 이용하여 강구조물의 응력을 측정할 수 있도록, 용사코팅을 이용하여 알루미나를 구조용 강재표면에 도포하고, 일축압축 하중시험을 수행하여 각 하중단계에서의 스펙트럼 이동(Shift)값을 확인하였다. 이를 통하여, 각 하중값과 스펙트럼 이동값이 선형관계임을 확인하였다. 따라서, 이와 같은 선형적인 관계로 부터, 1차 선형식의 상수값인 압분광 계수를 도출하고, 이를 통하여 강재에 작용하는 응력을 측정할 수 있을 것으로 기대된다.

• 대한조선학회논문집
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• 제45권1호
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• pp.81-86
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• 2008

Recently, a mesh-size insensitive structural stress definition that provides a stress state at weld toe with relatively larger mesh size compared to conventional approaches has been proposed. The structural stress definition is based on the elementary structural mechanics theory and provides an effective measure of a stress state in front of weld toe. In this study, as an experimental validation of structural stress method in obtaining the fatigue strength of weldments, a series of fatigue test has carried out for longi-web connections, which are representative of ship-like structures. Based on the result from this study, it is expected to develop a more precise fatigue strength evaluation technique and to reduce time and cost associated with the fatigue design of ship and offshore structures.

• 한국구조물진단유지관리공학회 논문집
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• 제11권2호
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• pp.103-108
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• 2007

본 연구에서는 압전 특성과 표면전위계를 이용한 응력측정 방법을 제안하였다. 다시 말하면 이 응력측정방법은 압전소자에서 발생한 전위를 표면전위계로 측정하게 하는 방법으로서, 이 표면전위는 구조물 부재의 변형률에 비례한다는 특성을 이용하여, 구조물 부재의 각 위치에서의 발생하는 응력을 변형률로부터 계산할 수 있게 된다. 또한, 구조물 부재의 응력분포를 보다 간편하게 구하기 위해서 비접촉 측정법을 이용한 응력분포 측정 Tape를 제작하였다. 특히, 이 Tape는 균열이나 홈과 같이 이상응력 발생 가능한 위치에서의 ${\sigma}_x$, ${\sigma}_y$, ${\tau}_{xy}$의 응력을 측정 뿐만 아니라 국부 응력해석에 활용되었고 그 적용성을 검토하기 위해서 홈이 있는 실험편에 대해서 반복하중 시험결과와 FEM 해석의 결과와 비교 분석하였다.

• Wind and Structures
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• 제12권6호
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• pp.479-504
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• 2009

Structural health monitoring (SHM) systems have been recently embraced in long span cable-supported bridges, in which buffeting-induced stress monitoring is one of the tasks to ensure the safety of the bridge under strong winds. In line with this task, this paper presents a SHM-oriented finite element model (FEM) for the Tsing Ma suspension bridge in Hong Kong so that stresses/strains in important bridge components can be directly computed and compared with measured ones. A numerical procedure for buffeting induced stress analysis of the bridge based on the established FEM is then presented. Significant improvements of the present procedure are that the effects of the spatial distribution of both buffeting forces and self-excited forces on the bridge deck structure are taken into account and the local structural behaviour linked to strain/stress, which is prone to cause local damage, are estimated directly. The field measurement data including wind, acceleration and stress recorded by the wind and structural health monitoring system (WASHMS) installed on the bridge during Typhoon York are analyzed and compared with the numerical results. The results show that the proposed procedure has advantages over the typical equivalent beam finite element models.

• 한국정밀공학회지
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• 제33권4호
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• pp.317-324
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• 2016

Stress tests were conducted in the carbody of the railroad car to check the structural strength of the body of the railroad car. The objective of this study was to evaluate safety of the carbody of a railroad car under the maximal strength. The carbody of rolling stock is a principal structure that supports major equipment of the underframe and the freight. Therefore, the strength evaluation of this structure is important. This study was carried out to analyze the structure of carbody and evaluate safety under maximum vertical load, compressive load, and torsional load. Accordingly, stress tests were conducted on the carbody to measure the stress on each of their parts. Before the load test, a structural-analysis program was used for the stress distribution analysis of the body structure.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2008년도 춘계학술대회 논문집
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• pp.297-300
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• 2008

High pressure is involved during injection molding operation specially packing phase. Cracks in the mold are often occurred by high cavity pressure. In this study, structural analysis of mold has been performed using commercial softwares, Abaqus and Ansys, to investigate cause of crack in the injection mold. Structural analysis contains four cases: stress distribution according to the cavity pressure, stress concentration according to the boundary conditions, stress concentration for inter-locking design of mold, and stress concentration for distributed cavity pressure. Through this study it was observed that the locations of stress concentrations were coincident with locations of crack. Robust mold design is being required to withstand high cavity pressure.

• Nuclear Engineering and Technology
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• 제56권4호
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• pp.1320-1329
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• 2024

When wall-thinning occurs in nuclear Class 2 and 3 pipes, reinforcement is typically applied rather than replacement. To analyze the structural integrity of reinforced wall-thinned pipe, stress analysis results using full 3-D FE analysis are not compatible to the design code equation, ASME BPVC Sec. III NC/ND-3650. Therefore, the efficient stress evaluation method for the reinforced wall-thinned pipe, compatible to the design code equation, needs to be developed. In this paper, stress evaluation methods for the reinforced wall-thinned pipe are proposed using the equivalent straight pipe concept. Furthermore, for fatigue analysis of the reinforced wall-thinned pipe, the stress intensification factor of reinforced wall-thinned pipe is presented using the structural stress method given in ASME BPVC Sec. VIII Div.2.

• 한국기계가공학회지
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• 제17권3호
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• pp.109-119
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• 2018

The purpose of this study is to evaluate the structural safety of the front-end loader for the 90 kW class of agricultural tractors in impact test conditions. Deformation and stress on the loader under the impact test conditions are analyzed using the commercial finite element analysis software ANSYS. In previous research dealing with the initial design of the loader, the maximum stress occurred in the mount and exceeded the yield strength of the material. In this paper, an improved design of the mount of the loader was proposed to reduce the stress concentration in the initial design. The safety of the improved design was verified by performing rigid-body dynamics analysis, transient structural analysis, and static structural analysis under three impact test conditions: a drop and catch test, a corner pull test, a corner push test. It was found that the local stress concentration in the mount that appeared in the initial design was greatly reduced in the improved design, and that the maximum stresses occurred in the three impact test conditions are smaller than the yield strength. It is expected that the design improvement of the mount proposed in this study and the method of analysis may be effectively used to enhance structural safety in the development of new model front loaders in the future.