• Title/Summary/Keyword: 3차원 용접

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Nd Yag 레이저를 이용한 크리스탈 3D Engraving 시스템

  • 최동우;강재관;왕덕현;김원일;이윤경
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.05a
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    • pp.311-311
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    • 2004
  • 1960년 레이저가 발명된 이래 레이저의 응용연구가 많은 비중을 차지하여 오늘날 다양한 방면에서 레이저가 필수적인 장치로 각광을 받게 되었다. 레이저의 특성들 중에서 특히 직진성, 에너지 집중도 및 고휘도성을 이용하여 용접, 절단, 각인 등의 산업적 응용에 많이 활용되고 있다 그 중 레이저가 보통의 빛과 같이 투명한 물체를 통과하고 특수한 렌즈를 이용하면 투명한 물체의 내부에 초점을 맞춰 크랙(crack)을 낼 수 있는 바 이를 이용하여 크리스탈이나 유리의 내부에 2차원 형상이나 3차원 형상을 각인시킬 수 있다.(중략)

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Characteristics of Residual Stress in welds Composed of Similar or Dissimilar Steels (동종강재 및 이종강재 용접접합부의 잔류응력 특징)

  • Chang, kyong Ho;Lee, Chin Hyung;Lee, Sang Hyong;Lee, Eun Taik
    • Journal of Korean Society of Steel Construction
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    • v.15 no.3
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    • pp.241-250
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    • 2003
  • This study, investigated the characteristics of residual stress in weldis composed of similar or dissimilar steels, are investigated byusing 3three-dimensional thermal elasto-plastic FEM analysis. The results showed that for the groove welding of the similar steels, increasedthetensile strength of the steels (POSTEN60

Optimization of Optics Design for 3D Laser Scanner (3차원 부품 레이저 용접용 스캐너 광학 최적설계)

  • Choi, Hae Woon
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.19 no.6
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    • pp.96-101
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    • 2020
  • In this paper, we present the results of our research to perform 3D laser scanning functions by adding a focusing lens to a conventional 2D laser scanner. For the optical design, the ray-tracing technique was used along with a total of four lenses as the variable incident focusing lens, the collimating lens, and the F-Theta lens. As design variables, the curvature of the incident focusing lens (Lens #1) was assumed to be us, l mm and sumed mm, and the incident angles were set at 0cidenus, l. In addition, the distance between the focusing lens and the collimating lens was set to vary from 5 mm to 15 mm. When the incident focal length was varied from 5 mm to 15 mm, the exit focal length was calculated to vary from 67.5 mm to 56.8 mm for the lens with R = 100 mm and from 108.5 mm to 99.0 mm for the lens with R = 150 mm. When the incident angle was 0°, the focal aberration was only slightly observable at 10㎛ in both the x- and y-direction. At 7.5° was the focal aberration of approximately 20~50㎛ was measured at 20㎛. To investigate the chromatic aberration of the designed optical device, the distortion of the focus was observed when the 550 nm beam was simulated on lens designed for a 980 nm wavelength.

Influence of Load on Welding Stress Distribution of Structural Steel (구조용 강재의 용접응력 분포에 미치는 작용력의 영향)

  • Lee, Sang Hyong;Chang, Kyong Ho
    • Journal of Korean Society of Steel Construction
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    • v.16 no.5 s.72
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    • pp.555-564
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    • 2004
  • Steel materials, which are normally used in bridge structures, are prone to corrosion and have thin plate structures. Steel bridges that have been damaged through increased vehicle load and corrosion are frequently expected to be strengthened. Repair or strengthening methods generally include cutting, bolting, and welding. The basic characteristics of stress and deformation behavior generated by cutting and welding in the course of the repair work, however, are not yet understood. It is difficult to say whether the safety of the structure after welding conforms with existing safety evaluation methods.Therefore, to gain confidence in the material and to guarantee the safety of the structure after welding, the stress generated by heat, through welding and cutting, was generalized. The effect of additional loads with respect to stress generated by heat was also investigated.

Investigation of Fatigue Strength and Prediction of Remaining Life in the Butt Welds Containing Penetration Defects (블완전용입 맞대기 용접재의 용입깊이에 따른 피로강도특성 및 잔류수명의 산출)

  • Han, Seung Ho;Han, Jeong Woo;Shin, Byung Chun
    • Journal of Korean Society of Steel Construction
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    • v.10 no.3 s.36
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    • pp.423-435
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    • 1998
  • In this paper fatigue strength reduction of butt weld with penetration defect, which can be seen frequently in the steel bridge, was assessed quantitatively. S-N curves were derived and investigated through the constant amplitude fatigue test of fully or partially penetrated welded specimen made of SWS490 steel. The fracture mechanical method was applied in order to calculate the remaining fatigue life of the partially penetrated butt welds. The fatigue limit of the fully penetrated butt welds was higher than that of category A in AASHTO's fatigue design curves, and the slope of S-N curves with 5.57 was stiffer than that of other result for welded part generally accepted as 3. The fatigue strength of the partially Penetrated butt weld was strongly influenced by the size of lack of penetration, D. It decreased drastically with increasing D from 3.9 to 14.7mm. Fracture behaviour of the partially penetrated butt weld is able to be explained obviously from the beach mark test that a semi-elliptical surface crack with small a/c ratio initiates at a internal weld root and propagates through the weld metal. To estimate the fatigue life of the partially penetrated butt weld with fracture mechanics, stress intensity factors K of 3-dimensional semi-elliptical crack were calculated by appling finite elements method and fracture mechanics parameters such as C and m were derived through the fatigue test of CT-specimen. As a result, the fatigue lives obtained by using the fracture mechanical method agreed well with the experimental results. The results were applied to Sung-Su bridge collapsed due to penetration defects in butt weld of vertical member.

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Welding Residual Stress Determination and Crack Analysis in Butt-Welded Thin-Walled Plate by Finite-Element Method (유한요소법을 이용한 박판 맞대기 용접부 잔류응력 및 균열 해석)

  • Shim, Kwang-Bo;Bae, Hong-Yeol;Jeon, Jun-Young;Song, Tae-Kwang;Kim, Yun-Jae
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.5
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    • pp.589-596
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    • 2010
  • In this study, we calculate the welding residual stresses for a butt-welded thin-walled plate by carrying out three-dimensional finite-element analyses. To study the effect of mechanical boundary conditions on the welding residual stresses, various boundary conditions are considered. The welding residual stresses obtained in the measurements and finite-element analyses are validated by comparing them with the welding residual stress profiles in the R6 code. The results of this study are used to analyze the influence of residual stress on the crack formation in thin-section weldments.

An Establishment Case of Welding Robot OLP System Using 3D Design Model Information (설계모델정보를 이용한 용접로봇 OLP 시스템 구축 사례)

  • Oh, Sung-Kwan;Chai, Beam-Ho;Eun, Sean-Ho;Sung, Chang-Jae
    • Special Issue of the Society of Naval Architects of Korea
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    • 2007.09a
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    • pp.43-47
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    • 2007
  • In this paper, we will introduce how we utilize 3D design model information at factory automation field with welding robot OLP system which is in using at out shipyard. At this area, so far, most of design information is used in NC data generation for steel cutting, but we can utilize 3D model information at more wide and complex area likes robot welding. Moreover, OpenGL which is a graphic library can be possible to verify robot NC data is correct or not through 3D simulation even if some one is not a expert at robot handling.

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A Study on the Mechanical Behavior of Welded Parts in Thick Plate during Post Welding Heat Treatment (厚板熔接部의 應力除去 熱處理時의 力學的 擧動에 關한 硏究)

  • 방한서
    • Journal of Welding and Joining
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    • v.11 no.4
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    • pp.103-111
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    • 1993
  • Recently, several high-tensile steels(e.g. 80kg and above, $2^{1/4}Cr$-1Mo)having good quality to high temperature and pressure-resistance are widely used to construct petroleum-plant and pressure vessel of heat or nuclear-power plant. However, in the steels, reheating crack at grain boundaries of the heat affected zone(HAZ) occures during post welding heat treatment(PWHT)to remove welding residual stress. In order to study theoretically the characteristics of reheating crack created by PWHT, the computer program of three-dimensional thermal-elasto-plasto-creep analysis based on finite element method are developed, and then the mechanical behavior(history of creep strain accumulation and stress relaxation, etc)of welded join in thick plate during PWTH is clarified by the numerical results.

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