• 제목/요약/키워드: Residual stress measurement

검색결과 232건 처리시간 0.027초

색수차를 이용한 2차원 복굴절측정 장치의 개발에 관한 연구 (One Image Analysis for 2-D Birefringence Measurements by Chromatic Aberration)

  • 김종선;윤경환
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 춘계학술대회
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    • pp.1761-1766
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    • 2004
  • Recently, Plastic optical products are widely used. Injection molding process has advantages of low cost and high productivity. However, it remains a residual birefringence and residual stress by difference cooling. The present study focused on measuring birefringence in optical plastic parts using interference color pattern. The main idea of an analysis comes from chromatic aberration which is caused by difference light wavelengths. As a result, a complete system measuring the high order 2-D birefringence pattern was built. Further investigation is under way to improve the accuracy of birefringence measurement system by diode laser.

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AlN 세라믹스와 금속간 계면접합에 관한 연구: II. AlN/Cu 접합체의 잔류응력에 미치는 Mo 중간재의 영향 (A Study on the Interfacial Bonding between AlN Ceramics and Metals: II. Effect of Mo Interlayer on the Residual Stress of AlN/Cu Joint)

  • 박성계;김지순;유희;염영진;권영순
    • 한국재료학회지
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    • 제9권10호
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    • pp.970-977
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    • 1999
  • 활성금속브레이징법으로 계면접합된 AlN/Cu 접합체의 잔류응력 완화에 미치는 Mo 중간재의 영향을 조사하였다. 유한요소법에 의한 응력 해석과 접합체 강도 측정, 파단면의 관찰을 행하였으며, 이들 결과를 비교, 분석하였다. 응력 해석 결과로부터, Mo 중간재를 사용할 경우 최대 잔류 주응력이 형성되는 위치가 AlN/삽입금속 계면으로부터 삽임금속/Mo 계면을 통하여 Mo 내부로 이동됨을 확인하였다.접합체의 자유표면에 형성되는 인장성분의 응력집중 위치는 Mo 중간재 두께가 증가됨에 따라 Cu/Mo 계면과 Mo/AlN 계면의 두 곳으로 분리되었으며, AlN측 잔류응력의 크기는 크게 감소하였다. 중간재를 사용하지 않은 경우 최대 접합강도가 52 MPa로 낮은 강도를 보였으나, 두께 400$\mu\textrm{m}$ 이상의 Mo 중간재를 사용한 접합체의 경우, 200 MPa 이상, 최대 275 MPa의 접합강도를 얻을 수 있었다.

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Residual static strength of cracked concrete-filled circular steel tubular (CFCST) T-joint

  • Cui, M.J.;Shao, Y.B.
    • Steel and Composite Structures
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    • 제18권4호
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    • pp.1045-1062
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    • 2015
  • Concrete-filled circular t steel tubular joints (CFSTJs) in practice are frequently subjected to fluctuated loadings caused by wind, earthquake and so on. As fatigue crack is sensitive to such cyclic loadings, assessment on performance of CFSTJs with crack-like defect attracts more concerns because both high stress concentration at the brace/chord intersection and welding residual stresses along weld toe cause the materials in the region around the intersection to be more brittle. Once crack initiates and propagates along the weld toe, tri-axial stresses in high gradient around the crack front exist, which may bring brittle fracture failure. Additionally, the stiffness and the load carrying capacity of the CFSTJs with crack may decrease due to the weakened connection at the intersection. To study the behaviour of CFSTJs with initial crack, experimental tests have been carried out on three full-scale CFCST T-joints with same configuration. The three specimens include one uncracked joint and two corresponding cracked joints. Load-displacement and load-deformation curves, failure mode and crack propagation are obtained from the experiment measurement. According to the experimental results, it can be found that he load carrying capacity of the cracked joints is decreased by more than 10% compared with the uncracked joint. The effect of crack depth on the load carrying capacity of CFCST T-joints seems to be slight. The failure mode of the cracked CFCST T-joints represents as plastic yielding rather than brittle fracture through experimental observation.

공업용 순 티타늄의 피로거동에서 정류균열에 관한 연구 (A Study on Non-propagating Crack in Fatigue Behavior of Pure Titanium)

  • 김동열;김진학;김민건
    • 대한기계학회논문집A
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    • 제24권4호
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    • pp.1001-1006
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    • 2000
  • To verify the existing theory, non-propagating crack(NPC) does not exist in Ti which fulfills the good conditions for being of NPC, NPC detection in Ti was tried out. Also, the conception of fatigue limit in Ti and a main cause for NPC being were inquired. NPC was detected in both sharp notch root ( $\rho$=0.02mm) and micro pit (diameter = 0.25mm) which held fast to the end under stressing of fatigue limit. Therefore, the existing theory was identified as mistake. But, NPC can not be detected in smooth specimen. This fact would be due to the presumption that NPC is very small or crack does not initiate in smooth specimen. Anyway, the fatigue limit of Ti does not correspond to critical stress of crack initiation but correspond to critical stress of NPC growth. Measurement on the COD of NPC in Ti showed that the crack tip was closed even under the peak stress level at fatigue limit. But, after stress relieving annealing crack tip was opened. Consequently, compressive residual stress which is induced around the crack tip is considered to be the factor causing the NPC being.

A Study on 3-Dimensional Profilometry of Steam Generator Tube Using a New Eddy Current Probe

  • Kim, Young-Kyu;Song, Myung-Ho;Choi, Myung-Sik
    • 비파괴검사학회지
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    • 제30권3호
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    • pp.225-235
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    • 2010
  • There are many types of the geometric transitions such as dent, bulge, protrusion, expansion, etc, on the inner and outer surfaces of heat exchanger tubes, steam generator tubes, and condenser tubes of nuclear power plants. Such geometric transition causes a local residual stress in heat exchanger tubes and acts as a structural factor accelerating the evolution of defects, in particular stress corrosion cracks. In the conventional eddy current test methods, the bobbin coil profilometry can provide 2-dimensional geometric information on the variation of the average inner diameter along the tube length, but the 3-dimensional distribution and the quantitative size of a local geometric transition existing in the tube cannot be measured. In this paper, a new eddy current probe, developed for the 3-dimensional profile measurement, is introduced and its superior performance is compared with that from the conventional bobbin coil profilometry for the various types of geometric transition. Also, the accuracy of the probe for the quantitative profile measurement is verified by comparing the results with that from the laser profilometry. It is expected that the new eddy current probe and techniques can be effectively used for an optimization of the tube expansion process, and the management of tubes with geometric transitions in service.

비정질 세선의 인장응력에 따른 교류자기이력 특성측정 (Measurement of AC Hysteresis Loops under Variable Tensile Stress for Amorphous Wire)

  • 조희정;양종만;손대락;김구영
    • 한국자기학회지
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    • 제3권1호
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    • pp.61-64
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    • 1993
  • 비정질 세선(amorphous wite)의 인장응력(tensile strees)에 대한 자기적 특성의 변화를 측정하기 위하여 자화 주파수 범위가 1~20 kHz, 인장응력의 범위가 0~20인 N인 비정질 세선용 교류자 기이력곡선특성 측정장치를 제작하였다. 제작된 교류자기이력곡선 측정장치를 이용하여 비정질 세선의 인장응력에 따른 자기적 특성 (최대자기유도 $B_{max}$, 잔류자기 유도 $B_{r}$, 보자력 $H_{c}$)을 1% 의 정밀도로 측정할 수 있었다.

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레이저간섭변위 게이지로 관찰한 용접재에서의 피로균열 열림거동과 피로균열 전파속도 (Fatigue crack Propagation Rate and Crack Opening behavior in Weldment Observed by Laser ISDG Method)

  • 송삼홍;김현;최진호
    • 대한기계학회논문집
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    • 제19권4호
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    • pp.908-917
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    • 1995
  • The constant .DELTA.K fatigue tests are performed in SS41 and its weldments to investigate crack opening behavior and fatigue crack propagation behavior at each parts of weldment and its boundary layer. The weldments were annealed after welding for the purpose of relieving residual stress. Every weldments has notch at weld metal zone, and fatigue crack propagates from weld metal zone to vase metal zone perpendicular to weld line. The Laser ISDG method is used in order to determine the crack opening ratio, this method is more precise than indirect measurement method, and faster and easier than other direct measurement method.

NbTi 초전도 케이블의 피로손상에 따른 RRR의 거동 (RRR Behavior due to Fatigue Damage in a NbTi Superconductor Cable)

  • 신형섭;배영준;하동우;오상수
    • 한국초전도저온공학회:학술대회논문집
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    • 한국초전도저온공학회 1999년도 제1회 학술대회논문집(KIASC 1st conference 99)
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    • pp.30-33
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    • 1999
  • In this study, the fatigue test at room temperature and residual resistivity measurement test at 12K were carried out, respectively, using a 9 strand Cu-Ni/NbTi/Cu composite cable, in order to investigate how the fatigue damage effects on critical properties. Through the fatigue test of a 9 strand Cu-Ni/NbTi/Cu composite cable, a conventional S-N curve was obtained even though there existed a possibility of fretting among strands. From the resistivity measurement of a NbTi strand after fatigue tests, it was found that with increase of the repeated number the RRR increased slightly, and the trend became significant with increase in maximum value of the applied stress amplitude.

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Distribution and evolution of residual voids in longwall old goaf

  • Wang, Changxiang;Jiang, Ning;Shen, Baotang;Sun, Xizhen;Zhang, Buchu;Lu, Yao;Li, Yangyang
    • Geomechanics and Engineering
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    • 제19권2호
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    • pp.105-114
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    • 2019
  • In this paper, simulation tests were conducted with similar materials to study the distribution of residual voids in longwall goaf. Short-time step loading was used to simulate the obvious deformation period in the later stage of arch breeding. Long-time constant loading was used to simulate the rheological stage of the arch forming. The results show that the irregular caving zone is the key area of old goaf for the subsidence control. The evolution process of the stress arch and fracture arch in stope can be divided into two stages: arch breeding stage and arch forming stage. In the arch breeding stage, broken rocks are initially caved and accumulated in the goaf, followed by the step deformation. Arch forming stage is the rheological deformation period of broken rocks. In addition, under the certain loads, the broken rock mass undergoes single sliding deformation and composite crushing deformation. The void of broken rock mass decreases gradually in short-time step loading stage. Under the water lubrication, a secondary sliding deformation occurs, leading to the acceleration of the broken rock mass deformation. Based on above research, the concept of equivalent height of residual voids was proposed, and whose calculation equations were developed. Finally, the conceptual model was verified by the field measurement data.

노후 PSC 구조물의 잔여 긴장 응력 진단을 위한 외부 자화 EM 기법 검증 (Verification of External Magnetization based EM Technique for Diagnosing Residual Tensile Stress in Aged PSC Structures)

  • 박순전;박세환;최재훈;전교영;김준경
    • 한국전산구조공학회논문집
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    • 제36권4호
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    • pp.251-257
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    • 2023
  • 본 연구는 현재 가설되어 가용 중인 프리스트레스트 구조물에 대해서 긴장 응력을 계측하는 방법에 관한 연구를 위해 외부 자화를 이용한 PSC 텐던의 긴장 응력 계측에 관한 연구를 진행하였다. 이에 유한요소해석을 이용하여 PSC 거더에 외부 자화 시 잔존 긴장 응력을 검출하기 위해 PSC 거더 내부의 PS 텐던까지 영향을 줄 수 있는 코일 배치 및 크기 등을 고려하여 최적의 센서를 설계하였다. 또한, 유한요소해석을 이용하여 설계한 센서와 동일한 수치 및 재질 데이터를 이용해 이론적 검증을 진행하였으며 타겟 위치에서 자화의 세기를 계산하였을 때, 유한요소해석 결과와 동일한 결과를 얻어낼 수 있었다. 이를 통해 설계한 센서의 검증 및 비 접촉 외부 자화 EM 센서를 활용하여 PSC I형 거더 내부 텐던의 자화가 가능함을 확인하였다.