• 제목/요약/키워드: yield force

검색결과 507건 처리시간 0.025초

건성마찰력을 받는 탄성재료의 안정성에 미치는 중간 지지의 효과 (Effect of an Intermediate Support on the Stability of Elastic Material Subjected to Dry Friction Force)

  • 류시웅;장탁순
    • 한국정밀공학회지
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    • 제21권8호
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    • pp.129-135
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    • 2004
  • This paper discussed on the effect of an intermediate support on the stability of elastic material subjected to dry friction force. It is assumed in this paper that the dry frictional force between a tool stand and an elastic material can be modeled as a distributed follower force. The elastic material on the friction material is modeled for simplicity into an elastic beam on Winkler-type elastic foundation. The stability of beams on the elastic foundation subjected to distributed follower force is formulated by using finite element method to have a standard eigenvalue problem. The first two eigen-frequencies are obtained to investigate the dynamics of the beam. The eigen-frequencies yield the stability bound and the corresponding unstable mode. The considered beams lose its stability by flutter or divergence, depending on the location of intermediate support.

바인다의 효출력이 곡물탈립손실에 미치는 영향 (Effect of Bundle icing Forces on the Shattering Loss of Grains)

  • 백풍기;정창주
    • Journal of Biosystems Engineering
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    • 제3권1호
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    • pp.20-36
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    • 1978
  • The effect of binder kicking forces on the shattering losses of paddy rice, which has been widely understood as an outstanding loss factor in harvesting with a binder, were experimentally assessed in this thesis.Through the field tests the optimum time of harvest, in terms of grain moisture contents, was found by considering harvesting losses for two rice varieties, harvested by two different binders, at four or five grain moisture levels.A device was designed and manufactured to apply various kicking forces to the bundles and was used in the bundle kicking tests. It was intended to find out the optimum range of kicking force to minimize the kicking losses. Based on the study, modification of the existing binder kicking mechanism was suggested. The following is a summary of the results of this thesis. 1. In Suweon 258 variety, as the grain moisture content is reduced, so the cutting loss and the kicking loss increase. The grain losses range from 0.77 to 0.82 percent of total field yield for the cutting loss, from 1.83 to 2.01 percent for the kicking loss, and from 2.60 to 2.83 percent for the field loss, when the moisture content is about 22 percent. 2. In Jinheung variety , the field losses increased as the grain moisture content decreased . When the moisture content was 20 percent, the field loss, cutting loss and kicking loss was 0.42-0.49 % , 0.30-0.35, and 0.12 -0.14% of the total field yield, respectively. 3. The difference in the field loss , cutting loss, and kicking loss for the two binders was 0.23% , 0.05% and 0.18% respectively in Suweon 258 variety, and 0.07% , 0.02% and 0.05% respectively ini Jinheung variety. The grain losses for binder B were slightly higher than those for binder A. 4. In the statistical analysis of each variety , the kicking force and the moisture content of the grain, and its interaction were all highly significant at 1% level by T test .The optimum kicking force was found to be in the 3.0-0.4kg range. This does not interrupt the binder operation, while ioses are kept to an acceptale level. 5. To reduce the kicking force of the eXlstmg binder mechanism, the speed of rotation of the kicking arm needs to be redued by increasing the number of driving sprocket teeth, and the position and gear ratio of the knotter-bill and driving bevelgear have to be change to give a !motter-bill speed of 1110 rpm. It is also desirable to attach a belt conveyor which smoothly carries the bundle to the ground. 6. The optimum harvesting time cased on maximum field yield was found to be at a grain moisture content of around 22 percent for Suweon 258 variety, and 20 percent for Jinheung variety. Tota] field yield and field yield at the time amounted to 9, 812.5 kg/ha, 9, 302. 5kg/ha respectively for the Suweon 258, and 7, 819.5 kg/ ha, 7, 158.7 kg/ha respectively for the Jinheung variety.

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EQS 면진장치의 항복 후 강성을 고려한 면진 원전구조물의 지진응답 (Seismic Responses of Seismically Isolated Nuclear Power Plant Structure Considering Post-Yield Stiffness of EQS Bearing)

  • 김병수;송종걸
    • 한국지진공학회논문집
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    • 제20권5호
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    • pp.319-329
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    • 2016
  • The Eradi Quake System (EQS) is a seismic isolation bearing system designed to minimize forces and displacements experienced by structures subjected to ground motion. The EQS dissipates seismic energy through friction of Poly Tetra Fluoro Ethylene (PTFE) disk pad. In general, a force-displacement relationship of EQS has post yield stiffness hardening during large inelastic displacement. In this study, seismic responses of seismically isolated nuclear power plant (NPP) subjected to design basis earthquake (DBE) and beyond design basis earthquakes (150% DBE and 167% DBE) are compared considering the post yield stiffness hardening effect of EQS. From the results, it can be observed that if the post-yield stiffness hardening effect of EQS is increased, the displacement response of EQS is reduced, and the acceleration and shear responses of containment structures of NPP is increased.

SM570TMC강을 이용한 콘크리트충전강관 합성기둥의 설계기준 항복강도 (The Specified Minimum Yield Stress of SM570TMC in CFT Composite Columns)

  • 이명재
    • 한국강구조학회 논문집
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    • 제20권1호
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    • pp.205-213
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    • 2008
  • SM570TMC 강재를 합성부재로 사용할 경우, KBC2005 0709에 따라 ${415N/mm^{2}}$를 초과하지 못한다. 이는 일반 강구조의 경우의항복강도 ${440N/mm^{2}}$에 미치지 못한다. 따라서 본 연구는 순수강재 (원형강관, 각형강관) 단주 압축실험과 충전형 합성부재 단주, 장주 압축실험을 통하여 SM570TMC강을 충전형 합성기둥으로 사용할 때, 항복강도를 저감시키지 않고 일반 강구조의 공칭강도를 그대로 사용할 수 있는지를 정량적으로 평가하는데 그 목적이 있다.

교정용 와이어의 비틀림 모멘트 (Torsional moment of orthodontic wires)

  • 최광철;김경호;박영철;강창수
    • 대한치과교정학회지
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    • 제30권4호
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    • pp.467-473
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    • 2000
  • 각형 호선이 edgewise 브라켓에 삽입되면 first, second order는 bending에 의해, third order는 torsion(비틀림)에 의해 3차원적인 force system이 발생한다. Bending에 관하여는 분석적 그리고 실험적인 많은 연구가 보고 되어 있는 반면 비틀림에 관해서는 상대적으로 많은 연구가 이루어 지지 않았다. 본 연구의 목적은 각형 와이어의 재료와 단면의 형태가 와이어의 비틀림 모멘트에 어떻게 영향을 주는지를 이론적, 실험적으로 밝혀서 임상적으로 적절한 모멘트를 가할 때 호선의 재료와 굵기를 합리적으로 선택할 수 있도록 하는데 있다. 실험재료로는 third order조절을 위해 가장 많이 사용하는 호선을 사용하였다. 크기별로 0.016x0.022, 0.017x0.025, 0.019x0.025인치 그리고 재료로는 stainless steel (Ormco), TMA(Ormco), NiTi(Ormco), 그리고 braided stainless steel(DentaFlex, Dentauum) 네 가지를 사용하여 총 12개의 조합을 사용하였다. Torsion formula를 이용하여 비틀림 강성 (torque/twist rate)을 계산하였고 torque gauge를 이용하여 비틀림 강성, 항복 비틀림 모멘트 (yield torsional moment), 그리고 최대 비틀림 모멘트 (ultimate torsional moment)를 측정하였다. Torsion formula에 의하면 비틀림 강성 (T/$\theta$)은 재료적인 특성(G)과 호선의 단면의 특성(J)에 비례하고 호선의 길이(L)에 반비례한다. 대부분의 실험치는 이론적인 값과 비슷하게 나타났다.

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Distribution of Optimum Yield-Strength and Plastic Strain Energy Prediction of Hysteretic Dampers in Coupled Shear Wall Buildings

  • Bagheri, Bahador;Oh, Sang-Hoon;Shin, Seung-Hoon
    • 국제강구조저널
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    • 제18권4호
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    • pp.1107-1124
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    • 2018
  • The structural behavior of reinforced concrete coupled shear wall structures is greatly influenced by the behavior of their coupling beams. This paper presents a process of the seismic analysis of reinforced concrete coupled shear wall-frame system linked by hysteretic dampers at each floor. The hysteretic dampers are located at the middle portion of the linked beams which most of the inelastic damage would be concentrated. This study concerned particularly with wall-frame structures that do not twist. The proposed method, which is based on the energy equilibrium method, offers an important design method by the result of increasing energy dissipation capacity and reducing damage to the wall's base. The optimum distribution of yield shear force coefficients is to evenly distribute the damage at dampers over the structural height based on the cumulative plastic deformation ratio of the dissipation device. Nonlinear dynamic analysis indicates that, with a proper set of damping parameters, the wall's dynamic responses can be well controlled. Finally, based on the total plastic strain energy and its trend through the height of the buildings, a prediction equation is suggested.

반도체 패키징용 Gold Bonding Wire의 변형특성 및 해석 (Deformation Properties of Gold Bonding Wire for VLSI Packaging Applications)

  • 김경섭;홍순형
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2001년도 춘계학술대회 논문집
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    • pp.250-253
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    • 2001
  • Mechanical properties of gold bonding wire for VLSI packaging have been studied. The diameters of gold wires are about 20-30 micrometer and fracture loads are 8-20 gram force. The elastic modulus, yield strength, fracture strength and elongation properties have been evaluated by micro-tensile test method. This work discusses for an appropriate selection of micro-force testing system and grip design in mim testing. The best method to determine gauge length of wire and to measure tensile properties has been proposed. The mechanical properties such as strength and elastic modulus of current gold bonding wire are higher than pure those of gold wire.

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MR 댐퍼의 제작과 Bingham 모델의 매개변수 추정 (Manufacturing of MR Dampers and Estimation of the Bingham Model Parameters)

  • 이건명;박문수
    • 한국기계가공학회지
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    • 제13권6호
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    • pp.82-87
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    • 2014
  • Small MR dampers with a simple structure were designed and manufactured. The Bingham model was used to represent the dynamic characteristics of the damper, and the parameters of the model were estimated from experimental data which were obtained by harmonic tests. The value of the estimated yield shear force remains positive when no electric current is applied, and it increases slowly with the current. The estimated viscous damping coefficient has a value close to zero when no electric current is applied, and it increases almost linearly with the current.

유한요소법을 이용한 축대칭 다단계 딥드로잉 금형 설계 해석 (Axisymmetric Multi-Stage Deep Drawing Die Design Analysis Using Finite Element Method)

  • 이동호;이승열;금영탁
    • 소성∙가공
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    • 제7권6호
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    • pp.594-602
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    • 1998
  • The design analysis of axisymmetric, multi-stage deep drawing dies was performed using the rigid-viscoplastic finite element formulation. In the formulation the axisymmetric CFS algorithm was employed. Hill's non-quadratic normal anisotropic yield criterion and isotropic hardening rule were considered. For trial initial displacements and tool contact points. the geometric force equilibrium method was adopted. In order to see the validity of the formulation, the multi-stage deep drawing processes of shell-cylinder front part of hydraulic booster were simulated. The simulation showed good agreements with measurments and PAM-STAMP results.

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전단 스피닝에 의한 원추형상의 성형에 관한 변형 메커니즘 (New Deformation Mechanism in the Forming of Cones by Shear Spinning)

  • 김재훈;김철
    • 소성∙가공
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    • 제14권4호
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    • pp.375-383
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    • 2005
  • The shear spinning process, where the plastic deformation zone is localized in a very small portion of the workpiece, shows a promise for increasingly broader application to the production of axially symmetric parts. In this paper, the three components of the working force are calculated by a newly proposed deformation model in which the spinning process is understood as shearing deformation after uniaxial yielding by bending, and shear stress, $\tau_{rz}$, becomes k, yield limit in pure shear, in the deformation zone. The tangential force are first calculated and the feed force and the normal force are obtained by the assumption of uniform distribution of roller pressure on the contact surface. The optimum contact area is obtained by minimizing the bending energy required to get the assumed deformation of the blank. The calculated forces are compared with experimental results. A comparison shows that theoretical prediction is reasonably in good agreement with experimental results