• 제목/요약/키워드: Elastic Unloading

검색결과 140건 처리시간 0.021초

냉간단조의 Ejecting 공정이 치수정밀도에 미치는 영향 (Dimensional accuracy and ejecting stage in cold forging)

  • 천세환;이영선;이정환
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2004년도 추계학술대회논문집
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    • pp.338-341
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    • 2004
  • The dimension of forged part is different with the die dimension by the various effects, such as, elastic deformation and thermal effect. And, the difference amounts are not same according to the forging conditions, for example, forging mode, flow stress, etc. Therefore, the use of FEA is effective to predict and update the required die dimension. However, the variables for FE simulation are also as many as variables in the experiment. The variables give very much effect to the accuracy of FE results. At first, the material model is very deeply affected to the estimated dimension of forged part. And the considering of loading and ejecting stages is also important to increase the dimensional accuracy. The experiment and FEA are performed to investigate the dimensional changes and accuracy in cold forging. Two types of upsetting are used to survey the effects of forging mode and stages.

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밀폐 업셋팅에서 금형과 제품 변형에 관한 연구 (Study on the Deformation of Die and Product in Closed Die Upsetting)

  • 이강희;박용복
    • 소성∙가공
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    • 제8권6호
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    • pp.563-568
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    • 1999
  • The study has been performed for the relation between die and product in closed die upsetting by the experiment. The strain of die has been given by the simple experiment using the strain gauge located at the outer surface of die and the deformation history of die and product has been given by the experiment and Lame's formula. The inner pressure of die causes the deformation of die that affects the accuracy of dimension and shape of product. The product with accurate dimension and shape can be obtained by analysing elastic deformation of die during upsetting process. The deformation of die during metal forming process has been usually predicted by the experience of industrial engineers or finite element analysis. But it is difficult to predict the dimension of product at unloading and ejected states. The study has given useful result for the deformation history of die and product through the experiment and Lame's formula at closed die upsetting, and can be applied in the die design for product with accurate dimension.

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Stress-Strain Behavior of the Electrospun Thermoplastic Polyurethane Elastomer Fiber Mats

  • Lee Keunhyung;Lee Bongseok;Kim Chihun;Kim Hakyong;Kim Kwanwoo;Nah Changwoon
    • Macromolecular Research
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    • 제13권5호
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    • pp.441-445
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    • 2005
  • Thermoplastic polyurethane elastomer (TPUe) fiber mats were successfully fabricated by electrospinning method. The TPUe fiber mats were subjected to a series of cycling tensile tests to determine the mechanical behavior. The electrospun TPUe fiber mats showed non-linear elastic and inelastic characteristics which may be due to slippage of crossed fiber (non-bonded or physical bonded structure) and breakage of the electro spun fibers at junctions (point-bonded or chemical bonding structure). The scanning electron microscopy (SEM) images demonstrated that the point-bonded structures of fiber mats played an important role in the load-bearing component as determined in loading-unloading component tests, which can be considered to have a force of restitution.

압력용기강의 파괴저항곡선의 파괴변형률에 관한 연구 (A study on the Relations Between Fracture Strain and Fracture Resistance Curve of nuclear Pressure Vessel Steel)

  • 임만배
    • 한국해양공학회지
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    • 제14권1호
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    • pp.44-51
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    • 2000
  • Safety and integrity are required for reactor pressure vessels because they are operated in high temperature. There are single specimen method multiple specimen method and load ratio analysis method which used as evaluation of safety and integrity for reactor pressure vessels. In this study the fracture resistance curve(J-R curve) elastic-plastic fracture toughness($J_{IC}$) and material tearing modulus ($T_{mat}$) of SA 508 class 3 alloy steel used as reactor pressure vessel steel are measured and evaluated at room temperature 20$0^{\circ}C$ and 30$0^{\circ}C$ according to unloading compliance method and load ration analysis method. And then the comparison with experimental $J_{IC}$ and theoretical$J_{IC}$ by local fracture strain is managed.

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5052계 Al합금의 블록하중에 대한 균열진전 (Crack Propagation within Block Load of 5052 Aluminum Alloy)

  • 김엽래;이동명;이종선;여은구
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1999년도 춘계학술대회 논문집
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    • pp.32-38
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    • 1999
  • Fatigue crack propagation behavior for block load in high strength aluminum alloys was investigated in this study. The materials used in this study are aluminum alloy 5052-H32. Initial crack was made by applying cyclic load to a through crack with chevron notch. Crack length was measured from calibration curve, which was plotted by known crack length and resistance of standard specimens. Load was obtained from linear regression formula. Unloading elastic compliance method was applied to check the crack closure and cracked area. The present study results can be usefully applied to predicting the change of crack propagation rate, the crack closure, and the delay of crack propagation.

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다양한 지진에 따른 비선형 직접스펙트럼법의 오차해석 (Error Analysis of Nonlinear Direct Spectrum Method to Various Earthquakes)

  • 강병두;박진화;전대환;김재웅
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2002년도 봄 학술발표회 논문집
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    • pp.53-60
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    • 2002
  • It has been recognized that damage control must become a more explicit design consideration. In an effort to develop design methods based on performance it is clear that the evaluation of the inelastic response is required. The methods available to the design engineer today are nonlinear time history analyses, or monotonic static nonlinear analyses, or equivalent static analyses with simulated inelastic influences. Some codes proposed the capacity spectrum method based on the nonlinear static(pushover) analysis to determine earthquake-induced demand given the structure pushover curve. This procedure is conceptually simple but iterative and time consuming with some errors. This paper presents a nonlinear direct spectrum method to evaluate seismic Performance of structure, without iterative computations, given the structural initial elastic period and yield strength from the pushover analysis, especially for multi degree of freedom structures. The purpose of this paper is to investigate accuracy and confidence of this method from a point of view of various earthquakes and unloading stiffness degradation parameters.

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짧은균열의 피로성장거동 (Fatigue Growth Behavior of Short Cracks)

  • 최용식;홍성호;우흥식;한지원
    • 한국안전학회지
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    • 제8권1호
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    • pp.54-58
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    • 1993
  • The fatigue growth behavior of short cracks were studied various load ratios. Computer-aided unloading elastic compliance method was employed to measure the closure and the length of short cracks. In the dc/dN-$\Delta$K relationships. the decreasing behavior of the growth rate of short cracks is due to the decrease of crack opening ratio with increasing crack length. Irrespective of load ratio. the growth rate of short cracks can be well decribed in terms of the effective stress intensity factor range $\Delta$K$_{eff}$, which is calculated on the base of crack closure. dc/dN-$\Delta$K$_{eff}$ relationships of short cracks are found to coincide well with the corresponding long crack relationships. accordingly. the growth rate of short cracks can be predicted using that of long cracks.ort cracks can be predicted using that of long cracks.cks.

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전방압출 공정에서 제품 변형 이력 (Deformation History of Product during Forward Extrusion Process)

  • 이강희;박용복
    • 소성∙가공
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    • 제10권1호
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    • pp.75-79
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    • 2001
  • The study has been performed for the relation between die and product during forward extrusion by the experiment. Stains of the die have been given by the simple experiment using the strain gauge located at the outer surface of the die. The history of the deformation of the die and the product has been given by the experiment and Lame's formula. The inner pressure of the die causes the deformation of die that affects the accuracy of dimension as well as shape of the product. The product with accurate dimension and shape can be obtained by analysing elastic deformation of the die during the process. The deformation of the die during metal forming process has been usually predicted by the experience of industrial engineer or finite element analysis. But it is difficult to predict the dimension of the product at unloading and ejected states. In the present study, useful results for the deformation history of the die and the product were obtained through the experiment and Lame's formula in forward extrusion which can be applied to the die design for the product with accurate dimension.

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Overall hull girder nonlinear strength monitoring based on inclinometer sensor data

  • Tayyar, Gokhan Tansel
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제12권1호
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    • pp.902-909
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    • 2020
  • It is announced a new procedure for the real-time overall hull response monitoring system depends on inclinometer sensor data. The procedure requires a few inclinometer sensors' data, located on the deck. Sensor data is used to obtain curvature values; and curvature values are used to find out displacements or relevant moment values according to pre-calculated moment-curvature diagrams. Numerical studies are demonstrated with reasonable accuracy for the pre-ultimate and the post-ultimate nonlinear behaviors. Elastic, inelastic, and post-collapse structural bending moment capacity determination of the hull has been presented. The proposed inverse engineering technique will be able to see the response of the hull in real-time with high accuracy to manage the course and speed when cruising or control the loading and the unloading process at the port.

콘크리트 포장의 다웰바 전단거동 실험 (Stiffness Test of Dowel Bar for fainted Concrete Pavement)

  • 양성철;최재곤
    • 한국도로학회논문집
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    • 제10권2호
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    • pp.81-89
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    • 2008
  • 본 연구에서는 콘크리트포장의 디웰바 전단시험 절차와 실험결과를 이용하여 PC 스프레드시트에서 다웰바의 지지력계수와 전단 스프링 강성계수를 산정하는 절차를 제시하였다. 세 개의 시험체를 통해 AASHTO의 다웰바 전단시험을 수행하여 콘크리트 포장의 불연속면에서의 전단거동을 모사하였다. 예비실험을 통해 발생한 비틀림 변형을 최소화하기 위해 측면 고정대 사용하여 실험하였다. 초기하중에서의 하중의 재하(loading), 제하(unloading), 재재하(reloading)를 반복수행한 결과 탄성적인 거동을 보여준다. 그러나 전체 하중 범위에서는 다웰바의 지지력계수 또는 전단 스프링 강성계수는 슬래브의 상대 처짐 또는 재하하중에 따라 비선형으로 거동함을 보여준다. 본 실험에서 얻어진 다웰의 지지력계수는 550-880GN/m3으로서 Yoder와 Witczak이 제안하는 407GN/m3보다는 1.4-2.2배가 크게 산정되었다. 이는 측면 고정대를 사용함으로서, 실험시 예상되는 비틀림 변형이 기존의 실험에 비해 적었던 것으로 판단된다. 본 실험에서 얻어진 다웰의 지지력계수 또는 전단 스프링 강성계수는 다웰바를 이용한 콘크리트 불연속면의 구조해석 시 참고자료로 활용될 수 있다.

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