순수티타늄 용접재의 잔류응력분포에 관한 연구

최병기,장경천 한국안전학회 2004 한국안전학회지 Vol.19 No.4

The purpose of this paper is to investigate the welding residual stress distribution according to the constraint or non-constraint welding condition with titanium commonly using power station, aircraft, and ship. The measuring method of the residual stress was applied stress release rating method with strain gages and a potable strain meter. The x direction residual stress generally showed the tensile residual stress in case of restraint welding. On the other hand the x direction residual stress under non-restraint welding were changed tensile stress into compressive stress on 15mm away from welding bead center. Also, the y direction residual stress generally showed the tensile residual stress in case of non-restraint welding and the y direction residual stress under restraint welding were changed tensile stress into compressive stress about 60mm away from welding bead center.

5083-0 Al합금 鎔接材의 잔류응력에 관한 硏究

권관구(Gwan-Gu Gwon) 산업기술교육훈련학회 2012 산업기술연구논문지 (JITR) Vol.17 No.4

The purpose of this thesis was to investigate the welding characteristics and the residual stress behavior of SS41, commonly using power station, aircraft and ship. The experimented material was GMA welded in order to look over the residual stress distribution was measured under perfect restraint and nonrestraint welding conditions. From these test, we reached conclusion as followings ; The welding residual stress welded specimens was much higher in restraint condition than in nonrestraint. In case of restraint welding, the σx direction residual stress was measured the tensile residual stress. In case of nonrestraint welding, it was rapidly changed to compressive residual stress at about 15mm from welding bead center. In case of nonrestraint welding, the σy direction residual stress was measured the tensile residual stress. In case of restraint welding, it was changed to compressive residual stress at 40~45mm from welding bead center.

The effect of initial stress induced during the steel manufacturing process on the welding residual stress in multi-pass butt welding

Jeong-ung Park,Gyubaek An,Wanchuck Woo 대한조선학회 2018 International Journal of Naval Architecture and Oc Vol.10 No.2

A residual stress generated in the steel structure is broadly categorized into initial residual stress during manufacturing steel material, welding residual stress caused by welding, and heat treatment residual stress by heat treatment. Initial residual stresses induced during the manufacturing process is combined with welding residual stress or heat treatment residual stress, and remained as a final residual stress. Because such final residual stress affects the safety and strength of the structure, it is of utmost importance to measure or predict the magnitude of residual stress, and to apply this point on the design of the structure. In this study, the initial residual stress of steel structures having thicknesses of 25 mm and 70 mm during manufacturing was measured in order to investigate initial residual stress (hereinafter, referred to as initial stress). In addition, thermal elastic plastic FEM analysis was performed with this initial condition, and the effect of initial stress on the welding residual stress was investigated. Further, the reliability of the FE analysis result, considering the initial stress and welding residual stress for the steel structures having two thicknesses, was validated by comparing it with the measured results. In the vicinity of the weld joint, the initial stress is released and finally controlled by the weld residual stress. On the other hand, the farther away from the weld joint, the greater the influence of the initial stress. The range in which the initial stress affects the weld residual stress was not changed by the initial stress. However, in the region where the initial stress occurs in the compressive stress, the magnitude of the weld residual compressive stress varies with the compression or tension of the initial stress. The effect of initial stress on the maximum compression residual stress was far larger when initial stress was considered in case of a thickness of 25 mm with a value of 180 MPa, while in case of thickness at 70 mm, it was 200 MPa. The increase in compressive residual stress is almost the same as the initial stress. However, if initial stress was tensile, there was no significant change in the maximum compression residual stress.

The effect of initial stress induced during the steel manufacturing process on the welding residual stress in multi-pass butt welding

Park, Jeong-ung,An, Gyubaek,Woo, Wanchuck The Society of Naval Architects of Korea 2018 International Journal of Naval Architecture and Oc Vol.10 No.2

A residual stress generated in the steel structure is broadly categorized into initial residual stress during manufacturing steel material, welding residual stress caused by welding, and heat treatment residual stress by heat treatment. Initial residual stresses induced during the manufacturing process is combined with welding residual stress or heat treatment residual stress, and remained as a final residual stress. Because such final residual stress affects the safety and strength of the structure, it is of utmost importance to measure or predict the magnitude of residual stress, and to apply this point on the design of the structure. In this study, the initial residual stress of steel structures having thicknesses of 25 mm and 70 mm during manufacturing was measured in order to investigate initial residual stress (hereinafter, referred to as initial stress). In addition, thermal elastic plastic FEM analysis was performed with this initial condition, and the effect of initial stress on the welding residual stress was investigated. Further, the reliability of the FE analysis result, considering the initial stress and welding residual stress for the steel structures having two thicknesses, was validated by comparing it with the measured results. In the vicinity of the weld joint, the initial stress is released and finally controlled by the weld residual stress. On the other hand, the farther away from the weld joint, the greater the influence of the initial stress. The range in which the initial stress affects the weld residual stress was not changed by the initial stress. However, in the region where the initial stress occurs in the compressive stress, the magnitude of the weld residual compressive stress varies with the compression or tension of the initial stress. The effect of initial stress on the maximum compression residual stress was far larger when initial stress was considered in case of a thickness of 25 mm with a value of 180 MPa, while in case of thickness at 70 mm, it was 200 MPa. The increase in compressive residual stress is almost the same as the initial stress. However, if initial stress was tensile, there was no significant change in the maximum compression residual stress.

극후물재 용접부 내부잔류응력 측정기술 및 특성

박정웅(Jeong-ung Park),안규백(Gyu-baek An),우완측(Wanchuck Woo) 대한용접·접합학회 2016 대한용접·접합학회지 Vol.34 No.2

Recent keywords of the heavy industries are large-scale structure and productivity. Especially, the sizes of the commercial vessels and the offshore structures have been gradually increased to deliver goods and explore or produce oil and natural gas in the Arctic. High heat input welding processes such as electro gas welding (EGW) have been widely used for welding thick steel plates with flux-cored arc welding (FCAW), especially in the shipbuilding industries. Because high heat input welding may cause the detrimental effects on the fracture toughness of the welded joint and the heat affected zone, it is essential to obtain the sufficient toughness of welded joint. There are well known that the fracture toughness like CTOD, CVN, and KIC were very important factors in order to secure the safety of the structures. Furthermore, the welding residual stress should be considered to estimate the unstable fracture in both EGW and FCAW. However, there are no references on the welding residual stress distribution of EGW and FCAW with thick steel plates. Therefore the welding residual stresses were very important elements to evaluate the safety of the welded structure. Based on the measurement results, the characteristics of residual stress distribution through thickness were compared between one-pass electron gas welding and multi-pass flux-cored arc welding. The longitudinal residual stress in the multi-pass flux-cored arc welding is tensile through all thicknesses in the welding fusion zone. Meanwhile, longitudinal residual stress of EGW is tensile on both surfaces and compressive at the inside of the plate. The magnitude of residual stresses by electron gas welding is lower than that by flux-cored arc welding.

용접 잔류응력장 중에서의 Aluminum-Alloy 용접재의 피로균열 성장거동 연구(Ⅱ) : 잔류응력 재 분포 Redistribution of the Residual Stress

최용식,정영석 成均館大學校 科學技術硏究所 1988 論文集 Vol.39 No.1

It is well known that welding residual stress has a great influence on fatigue crack growth rate in welded structure. In the general area of fatigue crack growth in the presence of residual stress, it is noted that the correction of stress intensity factor(K) to account for residual stress is important for the determination of both stress intensity factor range(ΔK) and stress ratio (R) during a loading cycle. The superposition technique can be applied generally for determination of K. The crack growth rate of the welds correlated with the effective stress intensity factor range, ΔK_eff, which was estimated by superposition of the respective stress intensity factors for the residual stress fields and for the applied stresses. However, redistribution of residual stress occurs during crack growth and its effect is not negligible. In this study, fatigue crack growth characteristics of the weld joint were examined by using superposition of redistributed residual stress and examined in comparison with that of the initial residual stress superposition.

Effects of Welding Residual Stress on Compressive Behavior and Ultimate Strength of Corroded Plate

Shingo Tamagawa,You-Chul Kim 한국강구조학회 2010 International Journal of Steel Structures Vol.10 No.2

This study examined the effects of welding residual stress on the compressive behavior and the ultimate strength of the corroded plate. First, welding residual stress was obtained by the thermal elastic-plastic analysis. Then, the change of welding residual stress and the deflection due to the volume loss was investigated by using a newly developed program based on FEM. Finally, the effects of welding residual stress on the compressive behavior and the ultimate strength of the corroded plate were investigated by the elastic-plastic large deformation analysis. As results, the beginning point of the reduction of the initial stiffness with welding residual stress was earlier than that without welding residual stress. Such effect was observed significantly in the case that the volume was lost in the region which has compressive residual stress. Furthermore, the ultimate strength of the corroded plate was reduced by welding residual stress regardless of the plate length, the corroded regions and the reduction of the thickness. The effect of welding residual stress on the ultimate strength became small with the decrease of the thickness.

Numerical Analysis of Welding Direction and Sequence for Controlling Distortion and Residual Stress in Aluminum Plate-Sleeve Structures

Shusen Zhao,Yanmin Li 한국정밀공학회 2023 International Journal of Precision Engineering and Vol.24 No.6

When manufacturing aluminum alloy space-frame radomes, the vertical welding distortion is the main factor that affects assembly accuracy, and the residual stress affects the service performance. This paper aims to decrease welding distortion while ensuring that the residual stress is within the appropriate range by adjusting welding direction and sequence. The thermal-elastic–plastic finite element method is used to predict the welding distortion and residual stress in mid-thick aluminum plate-sleeve structures. The numerical model was verified by experimental results of temperature, vertical distortion, and residual stresses. The effect of welding direction and sequence on the distortion and residual stress was examined by the numerical model. Results indicate that the welding direction significantly affects the distribution and magnitude of X-direction distortion (longitudinal shrinkage) but has little effect on vertical distortion and residual stress. The welding sequence significantly affects the magnitude of vertical distortion and the distribution of residual stress. Then, considering the vertical distortion and residual stress, a scheme (Case 3) is recommended for welding mid-thick aluminum plate-sleeve structures. The maximum vertical distortion of the current production scheme (Case 1) and final determined scheme (Case 3) are 5.43 mm and 2.73 mm, and the corresponding maximum tensile residual stress is 186.5 MPa and 193.8 MPa, respectively. Comparing Case 1 with Case 3, Case 3 can reduce the vertical distortion by 49.7%, while the maximum tensile residual stress of the two is close, and the difference is less than 10 MPa.

잔류응력의 영향을 고려한 용접부 내진 평가

김종성(Jong-Sung Kim),장현수(Hyun-Su Jang) 대한기계학회 2021 대한기계학회 춘추학술대회 Vol.2021 No.4

BDBE 와 같이 심각한 지진 하중 하에서 원자력 발전소의 안전성을 검증하기 위해 APR-1400의 가압기와 고온관을 연결하는 밀림배관의 탄소성 유한요소 해석을 수행하였다 [1~2]. 이전 연구에서 지진에 중요한 위치인 가압기 노즐과 핫레그 노즐의 용접부 모사할 때 3case (용접부의 기하학적 형상을 고려하지 않은 경우, 기하학적 형상과 용접 물성을 고려한 경우, 잔류응력을 고려한 경우)에 대해서 지진해석을 수행하였다. 잔류응력을 고려하여 지진해석을 수행한 경우, 누적소성변형률과 등가소성변형률이 다른 경우에 비해 상당히 크게 발생하였다. 잔류응력 해석시 용접부가 융착되는 시간은 매우 짧다. 따라서 본 연구에서는 잔류응력을 고려한 지진해석의 누적소성변형률과 등가소성변형률을 좀 더 현실적으로 시뮬레이션 하기 위해서 어닐링 온도를 고려하여 잔류응력 해석을 수행하였다. 용접 재료인 ER308l의 물성은 주기적인 테스트 결과를 가지고 있지 않기 때문에, 간단한 인장 실험의 결과를 통해 샤보세 경화 모델을 정의하였다. 또한 분석 변수(예: 지진 변위 시간 이력)는 이전 연구에 사용하였던 것과 동일한 값을 사용하였다. 잔류응력을 고려한 지진 해석시 핫레그 노즐과 용접부 사이에서 취약부위가 발생하였다. 취약 부위에 대해 ASME code [3]의 변형률 기반 허용 기준 평가를 수행하였고, 무결성이 만족되었다. 어닐링 온도는 잔류응력 해석에 의해 발생한 누적소성변형률과 등가소성변형률에 상당한 영향을 미치고, 그에 따라 잔류응력을 고려한 용접부의 내진 평가 시 여유도에 영향을 미치는 것을 확인하였다. To verify the safety of nuclear power plants under severe seismic loads, such as BDBE, the finite element elastic-plastic analysis of the surge line system connecting the pressurizer and the hot-leg of APR-1400 was conducted. In the previous study, seismic analysis was conducted on 3 cases (not considering geometry shape of weld, considering geometry shape of welds and material properties of welds, considering welding residual stress) when simulating welds in pressurizer nozzles and hot-leg nozzles, which are critical location for earthquakes. When seismic analysis was conducted in consideration of welding residual stress, accumulated plastic strain and equivalent plastic strain were significantly larger than those of other cases. When conducting welding residual stress, the time for weld to fuse is very short. Therefore, in this study, welding residual stress analysis was conducted considering annealing temperature to more realistic simulation of accumulated plastic strain and equivalent plastic strain of seismic analysis considering welding residual stress. The welding material was used as ER308l instead of TP316 which was previously used material. Since the properties of ER308l do not have cyclic test results, define the Chaboche hardening model through the results of a simple tensile experiment. Furthermore, the analytical variables (such as seismic displacement time history) used the same values as those used in previous study. The seismic analysis was conducted considering the effects of welding residual stress, and vulnerable point occurred between hot-leg nozzles and welds. The integrity was satisfied by performing strain-based acceptance criteria evaluation of ASME code. The annealing temperature was confirmed to have a significant effect on the accumulated plastic strain and the equivalent plastic strain caused by welding residual stress analysis. Accordingly, it was confirmed that the seismic evaluation of welds considering welding residual stress affects the margin.

Introducing/Reproducing of Welding Distortion and Residual Stress in Analysis for Elastic-Plastic Behaviors of Steel Plates under Compressive Loads

You-Chul Kim,박도현,Mikihito Hirohata,Shingo Tamagawa 한국강구조학회 2010 International Journal of Steel Structures Vol.10 No.4

A series of analyses was carried out to elucidate treatment of welding imperfection for simulating elastic-plastic behaviors of steel plates under compressive loads. A thermal elastic-plastic analysis based on infinitesimal deformation theory was carried out on a single-pass butt-welding of thin steel plates to predict welding distortion and welding residual stress. The obtained welding distortion and welding residual stress were introduced into an elastic-plastic large deformation analysis as initial imperfection. However, it was elucidated that welding distortion and welding residual stress could not be reproduced precisely due to unbalanced force caused by the difference between both analysis theories. Therefore, it should be confirmed whether the introduced welding distortion and welding residual stress were reproduced with high accuracy. Consequently, if welding distortion and welding residual stress cannot be reproduced, the treatment such as the convergence calculation method applied in this study should be done for precise elucidation of the elastic-plastic behavior of plates under compressive loads.