• Title/Summary/Keyword: Fillet

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$CO_2$ Weldability of Zn Coated Steel Sheet(1) - Weld Defects and Its Characteristics in Welds - (아연도금강판의 $CO_2$ 용접특성(1) - 용접부 결함의 종류와 특성 -)

  • 이종봉;안영호;박화순
    • Journal of Welding and Joining
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    • v.18 no.1
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    • pp.91-96
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    • 2000
  • Characteristics of the weld defect, such as a blowhole and a pit in lap-jointed fillet Co₂ welds of Zn-coated steel sheet were studied in order to make clear the sequence of the blowhole formation during welding. Main conclusions obtained are as follows: 1) Blowhole, wormhole and pit were found in fillet welds, although the optimum welding condition of 200A-23V-100cm/min was applied. 2) Zn was only detected at the solidification boundary at the early stage of the blowhole formation. 3) Most of the blowholes was started to form at lap-joint by the Zn vapor. With increasing of the Zn vapor and its pressure, the blowhole was develope to th bed surface until the completion of weld solidification. 4) The behavior of the blowhole in growth was similar to that of the columnar dendrite during welding.

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Fatigue Characteristics of Load Carring Cruciform Fillet Welded Joints According to Welding Methods (용접방법에 따른 하중전달 십자형 필렛 용접부의 피로특성)

  • 이용복;오병덕
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 2002.04a
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    • pp.125-133
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    • 2002
  • In this study, it was investigated about endurance limit and fatigue behavior of load carrying fillet welded cruciform joints according to welding methods of SMAW, SAW, MIG and FCAW commonly using for welding structures in present. Endurance limit carried omit highly in the order of SMAW, MIG, SAW, FCAW and fatigue crack propagation ratio carried out lowly in the order of SMAW, MIG, FCAW, SAW. By these results, it is needed to use SMAW or MIG welding methods for welding structures with small welding capacity and SAW or FCAW methods for large welding structures after due consideration about economic gains and operation efficiency of welding. Fatigue crack propagation ratio is more effected by strength of welding materials than endurance limit of welding materials according to welding methods.

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Fatigue Characteristics of Load-Carrying-Cruciform-Fillet-Welded-Joints According to Welding Methods (용접방법에 따른 하중전달 십자형 필렛 용접부의 피로특성)

  • 이용복;오병덕
    • Transactions of the Korean Society of Machine Tool Engineers
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    • v.12 no.1
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    • pp.38-44
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    • 2003
  • In this study, endurance limit and fatigue behavior of load carrying fillet welded cruciform joints depending on commonly used welding methods such as SMAW, SAW, MIG and FCAW are investigated. In respect of endurance limit SMAW specimen showes highest result, and then MIG, SAW, FCAW in descending order. However, SMAW specimen showes lowest crack growth rate and it followed by MIG, FCAW, SAW. By these results, it is needed to use SMAW or MIG welding methods for welding structures with small welding capacity and SAW or FCAW methods for large welding structures with respect to economic benefits and operation efficiency of welding. It was also shown fatigue crack growth rate was more influenced by the strenght of welding materials than the endurance limit of welding materials.

The Effect of Addendum Modification Coefficient on Gear Strength to Planetary Gear Reducer (유성기어 감속기에서 전위계수가 기어 강도에 미치는 영향)

  • Kwak, Ki-Suk;Han, Dong-Seop
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.10 no.4
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    • pp.38-43
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    • 2011
  • Industrial reducer is in general use to Deck Crane. High-precision and high-efficient reducer is minimized the power-loss and energy-loss of a machine. So it contribute the price reduction and life extension. Reducer is usually using the Planetary gear reducer. Planetary gear reducer is composed the sun gear, planet gear, internal gear and casing. Industrial reducer's wear and breakage have a short-life. To solve this problem, it is using the profile-shifted-gear or tooth modification. This study was carried out the effect of addendum modification coefficient on tooth fillet bending strength to planetary reducer. Tooth fillet bending stress is calculate. And all parameter were expressed the function of addendum modification coefficient. And then stress concentration factor of tooth fillet curve was express the function of addendum modification coefficient using comparison between theory and finite element analysis.

A study on Three Dimensional Configuration Scan by Photographing Parameters (스퍼기어의 3차원 모델링과 검증에 관한 연구)

  • 김세민;김민주;이승수;김순경;전언찬
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 2001.10a
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    • pp.369-374
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    • 2001
  • Gear is general mechanical elements that used for power transmission between two shafts that interval is comparatively short. and it delivers big power as accurate ratio of speed. The profile of Spur gear which is the most basic factor is divided into Trochoidal fillet curve and Involute curve. Involute curve is used a lot of a shaped curve of machine parts such as a gear, a scroll compressor and a collar of centrifugal pump. However, it is poor to study the modeling of Trochoidal fillet curve and the three dimensions model shaped mathematical curve. This paper describes a mathematical model of profile shifted involute gear. and this model is based on Camus's theory. We draw three dimensions gear have accurate mathematical function using ADS, VisualLISP. and To check accuracy and perfection, we make a program of checking Interference. and use for this study.

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Strenth analysis gear by finite element method (유한요소법에 의한 전위치차의 강도해석)

  • 조선휘;박종근
    • Journal of the korean Society of Automotive Engineers
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    • v.3 no.2
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    • pp.27-33
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    • 1981
  • In the paper, it was attempted to verify how the strength around fillet area of shifted gear would be affected by variables such as number of teeth, shifted value, and diametral pitch. Thereafter, the Lewis' tooth factor of the shifted gear was computed in terms of previously mentioned variables in order to observe the characteristics of stress change related from tooth factor and tooth number with the parameter of shifted values and diametral pitches. From the results of quasi-theoretical values by Finite Element Method(F.E.M.)and experimental values through the photo-elastic tests, the followings were identified. The more the number of gear teeth increased, the more the profile of the tooth became close to that of rack, and accordingly the stresses in the fillet area decreased significantly in certain range. Furthermore, as the shifted value and pressure angle increase the stresses tend decrease. Moreover, the stresses analyzed by F.E.M. in the filled area became around 1.22 times larger than the stresses computed by Lewis' form factor, and this is supposed as on influence of the stress concentration in fillet area.

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An Experimental Study on the Fatigue Strength of Rolling Stock Structures (철도차량 구조물의 피로강도에 관한 실험적 연구)

  • Goo Byeong-choon;Kim Jae-Hoon;Oh Chang-rok;Kim Dae-Jin
    • Proceedings of the KSR Conference
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    • 2004.06a
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    • pp.878-882
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    • 2004
  • We investigated the effect of weld details on fatigue behavior of a material, JIS SM 490 A, with yielding strength of about 350 MPa and tensile strength of about 520 MPa. Tensile tests, instrumented indentation tests and fatigue tests were carried out on double V-grooved butt weld plates such as reinforcement removed, as-welded and weld toe ground. In addition plates with transverse fillet welded web, load carrying cruciform fillet welded plates, non-load-carrying cruciform fillet welded plates, longitudinal butt welded plates and welded rectangular life-size box beams were tested. S-N curves for the above specimens were obtained and analyzed.

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A Experimental Study on the Fatigue Strength Evaluation of Load-Carrying Weldments with Lack of Penetration (부분용입된 하중전달 십자형 용접부의 피로강도 평가에 관한 실험적 연구)

  • 박상흡;이용복;남병찬;정진성
    • Proceedings of the KWS Conference
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    • 2000.04a
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    • pp.260-263
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    • 2000
  • In this study, constant amplitude fatigue tests on load-carrying fillet welded specimen carried out, and fatigue strengths were evaluated. Also, an attempt is made to develop a new analytical model with more accuracy to predict the fatigue crack propagation life of fillet welded cruciform joints of SWS 490B steels containing lack of penetration defects. from the result of this study, fatigue crack growth characteristics of load-carrying fillet welded cruciform joints, containing lack of penetration defacts are found to be affected by the weld geometry and the number of weld pass.

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A Study on Fatigue Design for Fillet Welded faint of STS301L (STS301L 필렛 용접이음재의 피로설계에 관한 연구)

  • Baek, Seung-Yeop;Bae, Dong-Ho
    • Proceedings of the KWS Conference
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    • 2006.10a
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    • pp.29-31
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    • 2006
  • Stainless steel sheets are widely used as the structural material for the railroad cars and the commercial vehicles. These kinds structures used stainless steel sheets are commonly fabricated by using the gas welding. For fatigue design of gas welded joints such as fillet and plug type joint, it is necessary to obtain design information on stress distribution at the weldment as well as fatigue strength of gas welded joints. And also, the influence of the geometrical parameters of gas welded joints on stress distribution and fatigue strength must be evaluated. the ${\Delta}P-N_f$ curves were obtained by fatigue tests. Using these results, ${\Delta}P-N_f$ curves were rearranged in the ${\sigma}-N_f$ relation with the maximum stress at the edge of fillet welded joint.

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Fatigue Strength of the Load-Carrying Cruciform Fillet Welded Joints Using the Hot-Spot Stress (Hot-Spot 응력을 이용한 하중전달형 십자형 필렛 용접재의 피로강도 평가)

  • Park, Jong-Min;Choi, Won-Sik;Kwon, Soon-Hong;Noh, Byeong-Wook
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.6 no.1
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    • pp.20-26
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    • 2007
  • In this study, fatigue strength of load-carrying cruciform fillet welded joints were evaluated using a new method proposed by Yamada, for geometric or structural stress in welded joint, that is, one-millimeter stress below the surface in the direction corresponding to the expected crack path. Validity of the method is verified by analyzing fatigue test results for load-carrying cruciform welded specimens has different size of weld toe radius, leg length and plate thickness reported in literature. Structural stress concentration factor for 1mm below the surface was calculated by finite element analysis for each specimen respectively. When compared to the basic fatigue resistance curve offered by BS7608, the one-millimeter stress method shows conservative evaluation for load-carrying cruciform fillet welded joints.

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