• 제목/요약/키워드: Butt joint

검색결과 269건 처리시간 0.028초

순간가열(瞬間加熱)된 Strip의 과도적열응력해석(過渡的熱應力解析) (Thermal Stress Analysis in the Vicinity of Butt Welded Joiny of a Strip)

  • 박종은;김효철
    • 대한조선학회지
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    • 제10권1호
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    • pp.15-20
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    • 1973
  • In this paper, it is desired to show a simplified analytical method in estimating the thermal stresses in the heat affected zone of butt welded joint. A finite strip as shown in Fig.1 is taken as a analytical model for stress analysis. Expressing the temperature distributions by Fourier series, the thermal stresses are obtained. From the numerical sample calculation, the following results can be obtained. (1) Thermal stresses can be estimated by the sujected method. (2) The stress component, which is parallel to the weld direction is the largest stress component in major part of the strip. (3) In obtaining a stress component for the engineering purpose, length of the strip can be treated as five times of the thickness with same degree of convergency.

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용접 이음 형상별 피로거동에 관한 실험적 연구 (Experimental Study on the Fatigue Behavior of Welded Joints)

  • 구병춘;김재훈;오창록
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 춘계학술대회
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    • pp.359-364
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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 and longitudinal butt welded plates were tested. S-N curves for the above specimens were obtained and analyzed

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SPC 용접부의 강도특성에 미치는 $CO_2$ 용접조건의 영향 (Effect of $CO_2$ Welding Conditions on Property of Strength in Welded Joint of SPC Steel)

  • 송준희;최준용;임재규
    • Journal of Welding and Joining
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    • 제24권3호
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    • pp.22-26
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    • 2006
  • It is necessary to investigate the welding performance and fracture resistance of welding part in structure. This study presented a most suitable condition of welding process for butt and lap joints by $CO_2$ arc welding which is widely used in the vehicle structure. Also it was conducted to tensile and fatigue test under various welding conditions. For butt and lap joints, the best conditions of welding voltage and current were 30V and 320A, respectively, in 3.2 and 4.5 mm thick steel plate. Under this condition it could be taken the highest tensile strength and fatigue strength, and a good bead appearance.

Experimental study of welding effect on grade S690Q high strength steel butt joint

  • Chen, Cheng;Chiew, Sing Ping;Zhao, Mingshan;Lee, Chi King;Fung, Tat Ching
    • Steel and Composite Structures
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    • 제39권4호
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    • pp.401-417
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    • 2021
  • This study experimentally reveals the influence of welding on grade S690Q high strength steel (HSS) butt joints from both micro and macro levels. Total eight butt joints, taking plate thickness and welding heat input as principal factors, were welded by shielded metal arc welding. In micro level, the microstructure transformations of the coarse grain heat affected zone (CGHAZ), the fine grain heat affected zone (FGHAZ) and the tempering zone occurred during welding were observed under light optical microscopy, and the corresponding mechanical performance of those areas were explored by micro-hardness tests. In macro level, standard tensile tests were conducted to investigate the impacts of welding on tensile behaviour of S690Q HSS butt joints. The test results showed that the main microstructure of S690Q HSS before welding was tempered martensite. After welding, the original microstructure was transformed to granular bainite in the CGHAZ, and to ferrite and cementite in the FGHAZ. For the tempering zone, some temper martensite decomposed to ferrite. The performed micro-hardness tests revealed that an obvious "soft layer" occurred in HAZ, and the HAZ size increased as the heat input increased. However, under the same level of heat input, the HAZ size decreased as the plate thickness increased. Subsequent coupon tensile tests found that all joints eventually failed within the HAZ with reduced tensile strength when compared with the base material. Similar to the size of the HAZ, the reduction of tensile strength increased as the welding heat input increased but decreased as the thickness of the plate increased.

온성방법과 단면형태가 수종의 의치상 수리레진의 결합강도에 미치는 영향 (THE EFFECT OF PROCESSING METHOD AND SURFACE DESIGN ON THE TRANSVERSE STRENGTH OF REPAIRED DENTURE BASE RESIN)

  • 김강남;배태성;한중석
    • 대한치과보철학회지
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    • 제34권4호
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    • pp.665-674
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    • 1996
  • This study was designed to evaluate the effect of processing method and surface design on the transverse strength of repaired denture base resin. Three heat-cured denture base resins(Vertex, Lucitone, Lang), one cold-cured resin(Lang), and one light-cured resin(Dentacolor gingiva material) were used for repair purpose. The specimens for 3-point flexure test were fabricated by five processing methods such as self-curing, pressure pot, boiling water, processing, and light curing. Finally to evaluate the effect of surface designs for repaired resin, three surface designs(butt, bevel, inverse bevel) were tested. Within the limit of this study, following conclusions were drawn. 1. Lucitone denture base material showed highest flexural strength of $131.37{\pm}2.15MPa$, and there were significant differences in stength between Lucitone and other resins. 2. Between two different self curing methods, self curing repair resin, Lang, cured by pressure pot method showed highest flexural strength, $58.49{\pm}4.89MPa$. 3. Among the heat cured repair resins, maximum transverse strength value of $88.69{\pm}16.60MPa$ was recorded in Lucitone group cured by processing method. 4. Inverse bevel joint design showed significantly higher bond strength than butt joint group, Maximum bond strength was $59.36{\pm}1.33MPa$ in inverse bevel joint design group.

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Destructive testing of adhesively bonded joints under static tensile loading

  • Ochsner, A.;Gegner, J.
    • 접착 및 계면
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    • 제5권2호
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    • pp.22-36
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    • 2004
  • Several in-situ testing methods of adhesively bonded joints under static short-time tensile loading are critically analyzed in terms of experimental procedure and data evaluation. Due to its rather homogeneous stress state across the glue line, the tensile-shear test with thick single-lap specimens, according to ISO 11003-2, has become the most important test process for the determination of realistic materials parameters. This basic method, which was improved in both, the experimental part by stepped adherends and easily attachable extensometers and the evaluation procedure by numeric substrate deformation correction and test simulation based on the finite element method (FEM), is therefore demonstrated by application to several kinds of adhesives and metallic adherends. Multi-axial load decreases the strength of a joint. This effect, which is illustrated by an experimental comparison, impedes the derivation of realistic mechanical characteristics from measured force-displacement curves. It is shown by numeric modeling that tensile-shear tests with thin plate substrates according to ISO 4587, which are widely used for quick industrial quality assurance, reveal an inhomogeneous stress state, especially because of relatively large adherend deformation. Complete experimental determination of the elastic properties of bonded joints requires independent measurement of at least two characteristics. As the thick-adherend tensile-shear test directly yields the shear modulus, the tensile butt-joint test according to ISO 6922 represents the most obvious complement of the test programme. Thus, validity of analytical correction formulae proposed in literature for the derivation of realistic materials characteristics is verified by numeric simulation. Moreover, the influence of the substrate deformation is examined and a FEM correction method introduced.

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조임회전력이 임플랜트-지대주 나사 연결부의 안정성에 미치는 영향 (Influence of Tightening Torque on Implant-Abutment Screw Joint Stability)

  • 신현모;정창모;전영찬;윤미정;윤지훈
    • 대한치과보철학회지
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    • 제46권4호
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    • pp.396-408
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    • 2008
  • 연구목적: 임플랜트 치료에서 가장 흔히 발생하는 기계적 문제점 중 하나는 나사의 풀림이다. 지대주 나사에 조임회전력을 가하는 목적은 나사를 신장시켜, 신장된 나사의 인장력에 의한 지대주와 고정체간의 압축력을 통해 연결부의 안정성을 부여하는 데 있다. 조임 회전력의 결과로 나타나는 전하중의 크기는 다양한 요소에 의해 영향을 받기 때문에, 동일한 조임회전력을 적용하였다 할지라도 임플랜트 시스템의 종류에 따라 전하중의 크기가 달라질 수 있다. 따라서 지대주 나사 연결부의 안정성을 위한 다양한 임플랜트 시스템의 적정 조임회전력 크기에 관한 연구가 필요하다. 본 연구에서는 external butt joint와 두 가지 internal cone 연결형태를 갖는 임플랜트 시스템들에서 지대주 나사의 조임회전력이 임플랜트-지대주 나사 연결부의 안정성에 미치는 영향을 하중 전후의 풀림회전력 측정을 통해 알아보고자 하였다. 연구재료 및 방법: External butt joint 형태를 가지는 US II 시스템과 $8^{\circ}$ internal cone 연결형태의 SS II 및 $11^{\circ}$ internal cone 연결형태의 GS II 시스템에서 20 Ncm, 30 Ncm, 그리고 40 Ncm의 각기 다른 조임회전력을 적용한 후 초기 풀림회전력 및 상실률과 $10^5$회의 반복하중 후의 풀림회전력 및 상실률을 비교 분석하였다. 연구결과 및 결론: 1. 초기 풀림회전력과 하중 후 풀림회전력은 조임회전력의 크기가 증가할수록 크게 나타났다 (P < .05). 2. 초기 풀림회전력 상실률은 SS II 시스템에서는 조임회전력 크기에 따른 차이가 없었으나 (P > .05), GS II와 US II에서는 20 Ncm 보다 40Ncm의 조임회전력에서 더 낮게 나타났다 (P < .05). 3. 하중 후 풀림회전력 상실률은 세 시스템 모두 30 Ncm의 조임회전력을 가했을 때 가장 낮게 나타났다 (P < .05). 4. 하중 후 풀림회전력 상실률은 SS II, GS II, 그리고 US II 순으로 높아지는 경향을 보였다. 5. 초기 풀림회전력과 하중 후 풀림회전력 상실률 간에는 상관관계가 없었다 (P > .05). 이상의 결과로부터 임플랜트 시스템의 종류뿐만 아니라 조임회전력의 크기 또한 지대주 나사의 풀림회전력 상실에 영향을 준다는 것을 알 수 있다. 따라서 임플랜트-지대주 나사 연결부 안정성 유지를 위해서는 임플랜트 시스템마다 적정 조임회전력이 제시되어야 하고, 또한 임상에서 이를 준수하는 것이 매우 중요하다고 생각된다.

3차원 레이저 용접시스템 개발 (Development of 3D Laser Welding System)

  • 강희신;서정;이제훈;이문용;정병훈
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 춘계학술대회 논문집
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    • pp.932-935
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    • 2005
  • Three dimensional laser welding technology for light car body is studied. A robot, a seam tracking system and 4kW CW Nd:YAG laser are used for three dimensional robot laser welding system. The Laser system is used 4kW Nd:YAG laser(HL4006D) of Trumpf and the Robot system is used IRB6400R of ABB. The Seam tracking system is SMRT-20LS of ServoRobot. The welding joint of steel plate are butt and lap joint. The 3-D welding for Non-linear Tailored blank is performed after the observation experiments of bead on plate. Finally, the welding process for non-linear tailored blank and front side member is developed.

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대형 컨테이너선 건조를 위한 고능률 용접기술 (High Productive Welding Technologies for Large Container Ship)

  • 구연백;성희준;최기영;김경주
    • 대한조선학회 특별논문집
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    • 대한조선학회 2009년도 특별논문집
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    • pp.80-86
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    • 2009
  • In order to improve productivity of large container ship construction, large heat input and/or high productive welding technologies are necessary. This can be achieved by the joint research and cooperation among steel maker, welding consumable company, welding equipment company and ship yards. Two electrodes SAW process is effective the plate butt welding and partial joint welding, while FGB welding process is for the connection of block to block joint. The higher strength and thicker steel is developed, the more reliable welding procedure such as two electrodes EGW including light weight welding equipment should be developed.

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와연형태(窩緣形態)에 따른 와연누출(邊緣漏出)에 관(關)한 실험적(實驗的) 연구(硏究) (A STUDY ON THE MARGINAL LEAKAGE OF RESTORATIONS WITH DIFFERENT CAVOSURFACE MARGINS)

  • 신한주;최호영;민병순;박상진
    • Restorative Dentistry and Endodontics
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    • 제12권1호
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    • pp.119-129
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    • 1986
  • The purpose of this study was to evaluate the marginal leakage of glass ionomer cement with different cavosurface margins. 192 class V cavities were prepared on freshly extracted non-carious teeth and glass ionomer cement were inserted according to the manufacturer's instructions. Cavity preparations for this investigation were performed in four groups. The experimental specimens were made by packing the glass ionomer cement (Fuji Ionomer Type II G-C Co. Japan) into the prepared 192 cavities of four groups with different modes: Group I. - The 48 cavities with $90^{\circ}$ butt-joint cavosurface preparation and restored with glass ionomer cement. Group II. - The 48 cavities with butt-joint preparation modified by $135^{\circ}$ beveling the cavosurface in the dentin and restored with glass ionomer cement. Group III. - The 48 cavities with butt-joint preparation modified by cutting a chamfer in the dentin and restored with glass ionomer cement. Group IV. - The same 48 cavities as group I, and overfilled with glass ionomer cement beyond the cavosurface angle. And four groups above described divided into three subgroups by means of conditioning the cavity walls: Control group. - Glass ionomer cement filled in the prepared 64 cavities after being cleaned with a stream of tap water. Phosphoric acid treatment group. - Glass ionomer cement filled in the prepared 64 cavities after being conditioned with a 50% phosphoric acid. Citric acid treatment group. - Glass ionomer cement filled in the prepared 64 cavities after being conditioned with a 50% citric acid. All 192 specimens were immersed in the 2.0% basic fuchsin solution and subjected to thermal stress at one-minute intervals ($4{\pm}2^{\circ}C$ to $60{\pm}2^{\circ}C$) for 70 minutes before exposure to the dye. The specimens were sectioned ecclesiologically through the center of the restorations for different periods of immersion time, 24 hours, 7 days, 14 days 30 days. The sections were examined under a stereoscopic microscope. The results were as follows: 1. The degree of marginal leakage in group II and III was greater than that in group I and IV. 2. The degree of marginal leakage in phosphoric acid treatment group was similar with that in control group. 3. The degree of marginal leakage in citric acid treatment group was less than that in control group. 4. In all groups, the degree of marginal leakage in phosphoric acid treatment group was greater than that in citric acid treatment group. 5. There is no statistical difference of the degree of marginal leakage according to the immersion time in the dye solution.

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