• 제목/요약/키워드: 접합강도

검색결과 1,390건 처리시간 0.028초

304 스테인레스 박강판 IB형 용접이음재의 피로강도 평가 Part 2 : 변형에너지 밀도에 의한 평가 (Fatigue Strength Evaluation on the IB-Type Spot Welded Lap Joint of 304 Stainless Steel Part 2 : Strain energy Density)

  • 손일선;오세빈;배동호
    • Journal of Welding and Joining
    • /
    • 제17권6호
    • /
    • pp.32-37
    • /
    • 1999
  • Since stainless steel plates have good mechanical properties, weldability, appearance and resistance of corrosion, these are traditionally used for vehicles such as the bus and the train. And they are mainly fabricated by spot welding. But fatigue strength of their spot welded joint is considerably influenced by welding conditions as well as geometrical factors. Thus a reasonable and systematic criterion for long life design of spot welded body structure must be established. In this report, strain energy density was analyzed by using 3-dimensional finite element model about the IB-type spot welded lap joint under tension-shear load. Fatigue tests were conducted on them having various thickness, joint angle, lapped length and width. From their results, it was found that fatigue strength of the IB-type spot welded lap joints could be effectively and systematically rearranged by strain energy density at the edge of nugget.

  • PDF

응력확대계수를 이용한 하중 전달형 필릿 용접부의 피로강도 평가에 관한 연구 (A Study on the Fatigue Life Assessment for Load-carrying Fillet Welded Joints using Stress Intensity Factor)

  • 김명현;강성원;김형래
    • Journal of Welding and Joining
    • /
    • 제26권6호
    • /
    • pp.97-102
    • /
    • 2008
  • It is well known that there exist two typical fatigue crack initiation locations in ship structures: one is the weld toe and the other is the weld root where partial penetration weld is performed. In particular, it is important for fillet weldments to avoid weld root cracking in order to prevent catastrophic failure particularly in ship structures. Therefore detail considerations are required for cruciform joints with partial penetration when there is a possibility of weld root crack initiation. For these reasons, fatigue tests on welded joints were performed in this study. Concept of stress intensity factor(SIF) by means of fracture mechanics is applied for predicting fatigue life of fillet welded joints.

용접작업 공정에서의 위험성과 안전대책

  • 김용수;권오헌
    • 산업안전기술지
    • /
    • 제2권1호
    • /
    • pp.17-23
    • /
    • 2002
  • 용접작업공정은 기본적으로 2개 이상의 부재인물체나 재료를 상호 접합시키는 공정으로서 산업의 광범위한 분야에 이용되고 있다. 특히, 각종 설비, 교량의 구축 등에 필수적이며, 최근 고강도화, 경량화, 초정밀화를 추구하는 자동차, 항공기, 전자 및 광학기기, 가전제품 및 산업용기기 등의 품질경쟁력이 가공기술에 좌우됨에 따라 첨단 용접가공 프로세스가 개발되어 사용되고 있으나 대부분의 산업현장에서는 아직도 종래의 가스용접 및 전기용접장치를 많이 사용하고 있다. 따라서 산업현장의 실태는 유해.위험공정인 용접작업에 의하여 여전히 재래식 재해가 발생되어 사망 및 신체장애 재해가 다발하고 있다. 여기서는 교류아아크 용접작업과 $CO_2$ 아아크 용접작업 재해의 예방기술에 대하여 간략히 소개한다. 게재된 내용은 한국산업안전공단에서 제공된 자료를 발췌 정리한 것이다.(중략)

  • PDF

철골보-고강도 콘크리트 기둥 접합부의 거동에 관한 연구 (Behavior of Steel Beam-High Strength Concrete Column Joint Subjected to Cyclic Loadings)

  • 신성우;이광수;서선민
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제4권3호
    • /
    • pp.205-210
    • /
    • 2000
  • The objective of this study is to investigate the structural behavior of steel beam-high strength concrete column joints subjected to reversed cyclic loadings. The variables of the experimental study is amount of steel plates at the beam-to-column joint panel zone. Three specimens were prepared and tested under constant uniaxial load($0.2f_{ck}A_g$) to reinforced high strength concrete column, and the reversed cyclic loads were applied to end of steel beams, The failure modes, hysteresis loop, stiffness degradations and energy dissipation capacities were analyzed and compared for test variables.

  • PDF

콘크리트 교면에 적용되는 시트방수재의 접합 인장강도 확인 (Overlap Tensile Strength testing of Waterproofing Sheet used in Concrete Bridges)

  • 안기원;강효진;선윤숙;김천학;오상근
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
    • /
    • pp.335-336
    • /
    • 2018
  • This study discusses the development of asphalt based waterproofing sheet applied on the blind side of the concrete substrate. The inorganic coating membrane is applied on top of the waterproofing sheet surface for protection, and adhesive bond to the concrete substrate surface is secured via hydration reaction the cement. The study reveals the experimental results of the overlap section tensile strength to observe the effects of the adhesion strength of this material.

  • PDF

마찰교반용접에서 툴의 형상이 접합부 강도에 미치는 영향에 관한 연구 (The Effect of Strength by Changing Tool Shape in the Friction Stir Welding)

  • 천창근;김흥주;박인규;전시현;장웅성
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2009년도 춘계학술대회 논문집
    • /
    • pp.1613-1617
    • /
    • 2009
  • As demand regarding a recent energy-saving rises, the using ratio of the aluminum plate in manufacturing of a railroad vehicle has been increasing. The aluminum structure to be applied to a railroad vehicle is divided to single skin and double skin, and the main aluminum product is mainly Al 6005 extrude and Al 5083 rolled in domestic market. The Al 6005 alloy is applied heat treatment in order to improve the strength of material. Therefore there is the disadvantage that the strength of welding zone decreases compare with base material's if you apply to fusion welding like MIG(metal inert gas) welding. In this paper we tried to apply friction stir welding to solve these problems. In this study we investigated how tensile strength and fatigue strength were changed in case of changing the shoulder diameter of thread tool.

  • PDF

탄소h강(SM45C)과 알루미늄 합금(A6063)의 마찰용접성에 관한 연구 (A Study on the Friction Weldability of Carbon Steel (SM45C) to Aluminum Alloy (A6063))

  • 강성보;민택기
    • Journal of Welding and Joining
    • /
    • 제16권2호
    • /
    • pp.57-63
    • /
    • 1998
  • This study deals with the friction weldability of machine structural carbon steel (SM45C) to Al-Mg-Si aluminium alloy (A6063). The bonding strength of friction welded joints, from all mechanical test, exceeded that of A6063 base metal, under the condition of friction time 1.5 sec, upset pressure 80MPa. The friction welded joints under these conditions exhibited tensile strength of 262MPa, bending angle of 90$^{\circ}$ without crack at weld interface and shear strength of 113MPa. Consequently, the friction weldability of SM4C to A6063 was very excellent, and that was possible without special preparation of weld surfaces.

  • PDF

교량 신축이음창치 용접부의 피로강도 해석 (Analysis of Fatigue Strength in Expansion Joint Weldment of Bridge)

  • 이용복;정진성;박영근;김태윤;김호경;박상흡
    • Journal of Welding and Joining
    • /
    • 제16권4호
    • /
    • pp.73-82
    • /
    • 1998
  • This paper is especially concerned with the weldment between support beam and square bar that plays important roles in control box of Expansion Joint as a brdige structure. Fatigue strength ({TEX}$$\sigma$_{ult}${/TEX}) of the weldment is dependent on notch factor ({TEX}$K_{f}${/TEX}) become important factors to predict fatigue life. The fatigue notch sensitivity (η) for metals can be divided into two types ; high and low notch sensitivity. In this work, the Expansion Joint weldment was found to have low notch sensitivity. The maximum strain distribution during static loading is similar to the FEM analysis. Fatigue test of real structure was performed up to {TEX}$10^{6}${/TEX} cycles to be compared with predicted endurance limit.

  • PDF

내진철골모멘트접합부 패널존의 전단좌굴 방지를 위한 패널존 상대강도 (Relative Panel Zone Strength in Seismic Steel Moment Connections for Prevention of Panel Zone Shear Buckling)

  • 김소연;이철호
    • 한국전산구조공학회:학술대회논문집
    • /
    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
    • /
    • pp.845-850
    • /
    • 2007
  • The empirical AISC panel zone thickness provision$(t_z\geq(d_z+w_z)$/90) to prevent the cyclic shear buckling of the panel zone was proposed based on the test data of Krawinkler et al. (1971) and Bertero et al. (1973) However, no published records of the equation development or any other background information appear to be available. The calibrated finite element analysis results of this study indicated that the AISC provision was not reasonable. In this study, through including the effects of the column axial force and the aspect ratio of the panel zone, a new equation for the relative strength between the beam and the panel zone was proposed such that the proposed equation can prevent the panel zone shear buckling and reduce the potential fracture associated with the kinking of the column flanges.

  • PDF

SEG 아아크 熔接法 에 依한 厚板 의 最適 熔接條件 에 關한 硏究 (A Study on the Optimum Welding Conditions of Thick Plate by SEG Arc Welding process)

  • 신민태;김종희
    • Journal of Welding and Joining
    • /
    • 제1권1호
    • /
    • pp.13-20
    • /
    • 1983
  • 본 연구는 후판 SEG아아크 용접 조건의 변수가 충격 강도에 미치는 영향을 검토함으로써 최적 용접 시공조건을 선정하는데 주목적을 두었다. 본연구를 통하여 얻은 바로는 32mm 후판을 SE G아아크 용접법을 적용하여 용접할 때 최적 용접 시공 조건은 다음과 같다. 1) 뒷면 받침재는 가볍고 취급하기 편리한 것이어야 한다. 2) 바람직한 저입열 용접은 입열량 160KJ/cm, 흠 각도 03$^{\circ}$, 루우트 간격 8mm, 와이어 돌출 길이 45mm, 전류 320~350AmP, 전압 36V, oscillation 폭 13mm의 용접 시공 조건하에서 적절히 이루어질 수 있다. 이상에서 선정된 용접 시공 조건을 사용하면 32mm 후판 SEG 아아크 용접에서는 용접 결함이 없고, ABS선급규정의 2A, 2YA 요구사항을 만족시킬 만한 성능의 용접부를 얻을 수 있다.

  • PDF