• 한국강구조학회 논문집
• /
• 제18권5호
• /
• pp.625-631
• /
• 2006

구조재의 잔류응력(residual stress)은 외부에서 하중이 작용하지 않는 상태에서도 구조물 내부에 존재하는 응력으로 건설현장에서 구조물을 설치, 조립하는 경우에 발생하게 되며 특히 용접이나 과부하에 의한 구조물의 설치 후에도 발생할 수 있다. 이에 본 연구에서는 600MPa급 mega structure용 강관제작 상의 프레스 및 용접에 의한 잔류응력의 영향을 파악하고자 홀드릴링 변형게이지법(Hole-Drilling Strain Gage Method)을 이용하여 용접선 부근을 중심으로 총 59개소를 측정하여 잔류응력의 분포 및 크기를 평가하였다.

• 대한기계학회논문집A
• /
• 제24권8호
• /
• pp.2059-2064
• /
• 2000

The measurement of residual stresses by the hole-drilling method has been commonly used to evaluate residual stresses in structural members. In this method, one of the source of error is due to the misalignment between the drilling hole and strain gage center. This paper presents a finite element analysis of the influence of such misalignment for the uniaxial residual stress field. The stress error increases proportionally to hole eccentricity. The correction equations which easily obtain the residual stress taking account of the hole eccentricity are derived. The stress error due to the hole eccentricity decreases by approximately one percent using this equations.

• 한국안전학회지
• /
• 제23권3호
• /
• pp.8-11
• /
• 2008

In the present work, the measurement method of residual stresses in thermal barrier coatings(TBCs) which are received the thermal shock is performed numerically. For this, the internal residual stresses are predicted by commercial FEM software ABAQUS because the hole drilling strain gage method measures residual stresses only near the surface of a material. As the results of this study, the residual stresses are linearly increased when the surface temperatures are over $1,200^{\circ}C$. It is also found that the values of residual stress are increased as the coating thickness is thin.

• 한국자동차공학회논문집
• /
• 제9권6호
• /
• pp.201-206
• /
• 2001

The hole-drilling method makes a little hole through the metal surface that has residual stress and measures the relieved stress with a strain gage. It is used widely in measuring the residual stress of surfaces. In this method, the inclined hole is one of the source of error. This paper presents a finite element analysis of influence of the inclined hole for the uniaxial residual stress field. The stress differences between measured and applied residual stress increase proportionally to inclined angle of the hole. The correction equations which easily obtain the residual stress taking account of the inclined angle and direction are derived. The measurement error of stress due to the inclined hole can be reduced to around 1% through this study.

• 대한기계학회논문집A
• /
• 제22권2호
• /
• pp.268-277
• /
• 1998

The numerical procedure for calculating non-uniform residual stress fields by using relieved strain data from incremental hole drilling method is presented. Finite element calculations are described to evaluate the relieved coefficients required for the determination of residual stresses. From the results of simulations it is found that this numerical method is well adopted to measuring non-uniform residual stress in the hole depth range of 0.8 times of the hole diameter from the surface. In order to examine the practicability of this method, the hole drilling procedure for the four point bending test is performed. This method is applied to the measurement of residual stresses in the cold-rolled steel pipe. It is shown that the magnitude of residual stress in the pipe is not negligible when compared with yield stress and the residual stress should be duly considered in designing structures with this pipes.

• 대한기계학회논문집
• /
• 제15권2호
• /
• pp.693-702
• /
• 1991

The existence of residual stress in the circumferential butt welded pipes is one of the most important problems concerning stress corrosion cracking in service. In this paper, the residual stress distributions in three kinds of circumferential butt welded pipes were measured by the hole drilling strain gage method and calculation using finite element method is performed and its results are compared with the experiments. At the inner surface of the pipe region near the center line of welding is under high tensile residual stress. However, as the distance from the center line of welding increases, the tensile component decreases and finally becomes compressive residual stress at region far away from the center line of welding. The longitudinal residual stress at the outer surface is compressive regardless of the diameter of pipe and the circumferential stress is changed rom compressive to tensile as pipe diameter increases. The results also demonstrate that the residual stress is mainly caused by self restraint bending force in the pipe welding.

• 대한용접접합학회:학술대회논문집
• /
• 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
• /
• pp.652-656
• /
• 2002

The HDM(Hole Drilling Method) is a relatively simple and accurate method in measuring residual stress of welded metal. Various methods of evaluating residual stress are studied in welding field. The method of cutting holes on the plate much affects the accuracy of result. Especially for the hard material like stainless steel difficult to cut preciously is difficult to measure residual stress on welded metal. Because heat conduction of stainless steel is lower than other general steel, the magnitude of residual stress might be different as to changing of welding conditions. Therefore, The distribution of residual stress on the STS304 steel after welding using HDM is evaluated in this paper.

• 한국안전학회지
• /
• 제22권1호
• /
• pp.19-23
• /
• 2007

The aim of this study was to determine residual stresses in thermal barrier coatings(TBCs) by isothermal heating. Specimens were heated at the range of $1000{\sim}1600^{\circ}C$. A finite element method was used to determine the residual stresses. Finite element coupled heat transfer and elastic-plastic thermal stress analysis using a general purpose commercial FEM software ABAQUS. I obtained the stresses were not affected below the temperature of $1400^{\circ}C$ but affected over that of temperature.

• 한국정밀공학회지
• /
• 제8권1호
• /
• pp.41-49
• /
• 1991

A knowledge of the resdual stress distribution at circumferential weldments can normally increase the accuracy of a fracture assessment in pipe line. In this paper, we present the measurements about the residual stress distributions at three kinds of circumferential butt welded pipes using the holl drilling strain gage method. By this experiment, we have obtined the following characteristics. At the inner surface of the pipe region near the center line of welding is under high tensile residual stress. However, as the distance from the center line of welding increases, the tensile component decreases and finally becomes compressive residual stress at region far away from the center line of welding. The longitudinal residual stress at the outer surface is compressive regardless of the diameter of pipe and the circumferential stress is changed from compressive to tensile as pipe diameter increases. The results also demonstrate that the residual stress is mainly caused by self-restraint bending force in the pipe welding.

• 대한기계학회논문집
• /
• 제16권9호
• /
• pp.1632-1642
• /
• 1992

본 연구에서는 방전가공(electric disharge machining, EDM) 또는 공기연마 분사기(air-abrasive jet machine, AJM) 가공에 의하여 인장 시험편 또는 외팔보 시험 편에 구멍깊이를 증가시켜 가면서 구멍을 뚫었다. 여기에서 방저가공(EDM)을 채택한 것은 구멍깊이를 직접 계측하는 것이 가능하여 구멍깊이 측정 오차에 기인하는 잔류응 력 측정오차를 최소화 할 수 있기 때문이며, 공기연마 분사기를 채택한 것은 구멍을 뚫는 동안 가공응력을 유발시키지 않기 때문이었다. 위 인장 시험편 또는 외팔보 시 험편을 이용하여 균일한 응력장과 두께 방향으로 변하는 선형적 구배응력장을 구현하 고, 이 때 각각 구멍깊이가 다른 원통형 막힘 구멍으로 부터 이완되는 스트레인을 계 측하였다. Schajer가 제안한 멱급수법과 최소장승법을 적용하여 균일응력장 또는 구 배 응력장에서 측정되는 스트레인을 잔류응력으로 환산하였으며, 환산된 잔류응력과 실제로 작용하는 응력을 비교하므로서 이론적으로 제시된 멱급수법과 최소자승법의 타 당성을 실험적으로 검토하는데 본 연구의 목적이 있다. 이 때 얕은 구멍깊이 (0.3∼ 1.2mm)에서 측정되는 스트레인을 이용하여 Schajer의 제안에 따라 잔류응력을 산정하 므로서, 잔류응력 계측 대상 구조물을 가급적 덜파괴시키며 잔류응력을 측정할 수 있 는지 여부를 실험적으로 검토하였다.