• 제목/요약/키워드: Tension Distributions

검색결과 68건 처리시간 0.023초

판 압연에서 압하력 및 장력 분포 예측 모델 개발 (Development of Mathematical Model for the Prediction of Roll Force and Tension Profiles in Flat Rolling)

  • 김용기;황상무
    • 소성∙가공
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    • 제19권6호
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    • pp.344-351
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    • 2010
  • This paper presents a precision on-line model for the prediction of the roll force and tension distributions across the strip in hot strip rolling. The approach is based on an approximate 3-D theory of rolling, and in particular, considers the effect of pre-deformation of the strip, which occurs near the roll entrance before the strip enters the bite zone. The prediction accuracy of the proposed model is examined through comparison with the predictions from the 3-D finite element models.

파일럿규모 슬러리 기포탑에서 기포체류량의 축방향, 반경방향 분포 (Axial and Radial Distributions of Bubble Holdup in a Slurry Bubble Column with Pilot Plant Scale)

  • 임대호;장지화;강용;전기원
    • Korean Chemical Engineering Research
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    • 제49권2호
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    • pp.200-205
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    • 2011
  • 직경 1.0 m인 파일럿 규모 슬러리 기포탑에서 기포체류량의 축방향, 반경방향분포를 고찰하였다. 기체의 유속, 연속 액상의 표면장력 그리고 슬러리상에 포함된 고체입자의 분율이 기포탑 내부 기포의 축방향 및 반경방향 분포에 미치는 영향을 검토하였다. 본 연구의 실험조건 모두에서 체류량은 기포탑의 중심으로부터 반경방향 무차원 거리가 증가함에 따라 감소하였으며, 기포탑의 분산판으로부터 축방향의 무차원의 거리가 증가함에 따라 증가하였다. 기포체류량의 반경방향 불균일도는 기체의 유속이 증가함에 따라 연속 액상의 표면장력이 감소함에 따라 증가하였으나 슬러리상에 포함된 고체입자 분율에는 크게 영향을 받지 않았다. 본 연구의 범위에서 축방향과 반경방향 기포체류량의 분포는 각각의 실험변수의 상관식으로 나타낼 수 있었다.

볼트로 접합된 인장 이음부의 거동 (The Behavior of Tension Splices Fastened with Bolted Connections)

  • 최병정
    • 한국구조물진단유지관리공학회 논문집
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    • 제9권1호
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    • pp.225-232
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    • 2005
  • 본 연구는 인장력을 받는 인장이음의 응력분포 및 인장파괴거동의 결과를 제시하였다. 본 연구에서 이음부의 볼트 배열방식은 정열배치와 엇모배치를 사용하였다. 실험값의 검증을 위해서 유한요소 해석을 실시하여 응력분포패턴을 파악하였다. 인장실험을 통해서 이음재의 항복 및 최대인장응력, 응력의 분포비, 유효단면적의 검토를 비교하여 차이점을 분석하여 보았다.

국부가열에 의한 Tension Mask 의 열변형 해석 및 전자빔의 오착 예측 (Analysis of Tension Mask Thermal Deformations under Localized Heating and Prediction of Electron Beam Landing Shifts)

  • 신운서;유세준;장보웅
    • 한국정밀공학회지
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    • 제16권8호
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    • pp.138-148
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    • 1999
  • Thermal deformations of tension mask under localized heating are analyzed using finite element method and electron beam landing shifts are predicted by the analysis results. In CRT, electron beam landing shifts due to thermal deformations of the tension mask make the color purity of screen worse. In order to get the final results of thermal deformations, firstly the tension processes of the mask and following welding processes between the tensional mask and rail must be analyzed sequentially. And then, nonlinear transient thermo-elastic finite element analysis is performed on every part inside CRT including tension mask, wherein thermal radiation is a main heat transfer mechanism. Because the tension mask has numerous slits, the effective thermal conductivity and effective and effective elastic modulus is calculated, and the tension mask is modeled as a shell without slits. From the displacement results of tension mask, electron beam landing shifts is calculated directly. Experiments are performed to confirm our analysis results. Temperature distributions and beam landing shifts of tension mask are measured and the results are in good agreement with those of analyses.

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Determination of displacement distributions in welded steel tension elements using digital image techniques

  • Sozen, Sahin
    • Steel and Composite Structures
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    • 제18권5호
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    • pp.1103-1117
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    • 2015
  • It is known that material properties, connection quality and manufacturing methods are among the important factors directly affecting the behavior of steel connections and hence steel structures. The possible performance differences between a fabricated connection and its computer model may cause critical design problems for steel structures. Achieving a reliable design depends, however, on how accurately the material properties and relevant constitutive models are considered to characterize the behavior of structures. Conventionally, the stress and strain fields in structural steel connections are calculated using the finite elements method with assumed material properties and constitutive models. Because the conventional strain gages allow the measurement of deformation only at one point and direction for specific time duration, it is not possible to determine the general characteristics of stress-strain distributions in connections after the laboratory performance tests. In this study, a new method is introduced to measure displacement distribution of simple steel welded connections under tension tests. The method is based on analyzing digital images of connection specimens taken periodically during the laboratory tension test. By using this method, displacement distribution of steel connections can be calculated with an acceptable precision for the tested connections. Calculated displacements based on the digital image correlation method are compared with those calculated using the finite elements method.

Characterization of Thin Liquid Films Using Molecular Dynamics Simulation

  • Lee, Jaeil;Park, Seungho;Ohmyoung Kwon;Park, Young-Ki;Lee, Joon-Sik
    • Journal of Mechanical Science and Technology
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    • 제16권11호
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    • pp.1477-1484
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    • 2002
  • Various characteristics of a thin liquid film in its vapor-phase are investigated using the molecular dynamics technique. Local distributions of the temperature, density, normal and tangential pressure components, and stress are calculated for various film thicknesses and temperature levels. Distributions of local stresses change considerably with respect to film thicknesses, and interracial regions on both sides of the film start to overlap with each other as the film becomes thinner. Integration of the local stresses, i.e., the surface tension, however, does not vary much regardless of the interfacial overlap. The minimum thickness of a liquid film before rupturing is estimated with respect to the calculation domain sizes and is compared with a simple theoretical relation.

교정력에 의한 고양이 치조골의 칼슘 및 인의 분포에 관한 연구 (CALCIUM AND PHOSPHOROUS DISTRIBUTIONS IN THE ALVEOLAR BONE OF ORTHODONTICALLY TREATED CATS)

  • 김혜경;이종흔;양원식
    • 대한치과교정학회지
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    • 제11권1호
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    • pp.17-23
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    • 1981
  • This experiment was performed to investigate the response of inorganic substances in alveolar bone in relation to the experimental tooth movement. Right canine in maxillary jaw was tipped in cats by coil springs generating 80 gm. force, in mandibular jaw, the force was 100 gm. force. Cats were divided into five groups and orthodontically treated for one hour, 1, 7, 14 and 28 days, respectively. Alveolar bone samples were obtained from tension and compression sites as well as from contralateral control sites. The level of calcium of alveolar bone was determined by atomic absorption spectrophotometry and inorganic phosphorus was measured by spectrophotometry. The results obtained were as follows: 1. In tension and compression site of maxillary alveolar bone, calcium levels were decreased at 1, 7 and 14 days, but recovered at 28 days. 2. The levels of inorganic phosphorus in compression site of maxillary alveolar bone had little change but in tension site of maxillary alveolar bone , phosphorous levels were decreased, 3. Calcium levels in tension and compression site of mandibular alveolar bone were decreased, especially at 28 days. 4. In tension and compression site of mandibular alveolar bone, inorganic phosphorus were slightly decreased from 1 day.

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양황철나무의 재질(材質) (II) - 결정성물질(結晶性物質)·타일로시스·응력재(應力材)의 분포(分布) - (Wood Quality of Populus nigra × maximowiczii(II) - Distributions of Crystallifierous Substances, Tyloses and Tension Woods)

  • 이기영;박상진;박병수;강선구;조재명
    • Journal of the Korean Wood Science and Technology
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    • 제19권1호
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    • pp.64-70
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    • 1991
  • In order ot obtain the information on wood quality of the Populus nigra $\times$ maximowiczii the distributions of crystalliferous substancess, ty loses and tension woods were examined through light microscopy or scanning electron microscopy. 1. The crystalliferous subtance, presumably calcium oxalate. partially occurred in vessel elements of heartwood, and sporadically in ray parenchyma, but not in the wood fibers The types of crystalliferous subtances were mainly crystal sand, $2-3{\mu}m$ in diameter. 2. The tyloses arranged in a ladder-like series were sporadically formed in the vessel elements of heartwood. 3. Although the woods were cut from the straightly grown stem without any evident disorientation with respect to gravitational axis, single or group of gelatinous fibers were irregularly distributed among normal wood fibers.

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Fatigue Design of Various Type Spot Welded Lap Joints Using the Maximum Stress

  • Jung, Wonseok;Bae, Dongho;Sohn, Ilseon
    • Journal of Mechanical Science and Technology
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    • 제18권1호
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    • pp.106-113
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    • 2004
  • Recently, a new issue in designing spot welded structures such as automobile and train car bodies is to predict an economical fatigue design criterion. One of the most typical and traditional methods is to use a ΔP-N$\sub$f/ curve. However, since the fatigue data on the ΔP-N$\sub$f/ curve vary according to the welding conditions, materials, geometry of joint and fatigue loading conditions, it is necessary to perform the additional fatigue tests for determining a new fatigue design criterion of spot-welded lap joint having specific dimension and geometry. In this study, the stress distributions around spot welds of various spot welded lap joints such as in-plane bending type (IB type), tension shea. type (TS type) and cross tension type (CT type) were numerically analyzed. Using these results, the ΔP-N$\sub$f/ curves Previously obtained from the fatigue tests for each type were rearranged into the Δ$\sigma$-N$\sub$f/ relations with the maximum stresses at the nugget edge of the spot weld.

Development of self-centring energy-dissipative rocking columns equipped with SMA tension braces

  • Li, Yan-Wen;Yam, Michael C.H.;Zhang, Ping;Ke, Ke;Wang, Yan-Bo
    • Structural Engineering and Mechanics
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    • 제82권5호
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    • pp.611-628
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    • 2022
  • Energy-dissipative rocking (EDR) columns are a class of seismic mitigation device capable of dissipating seismic energy and preventing weak-story failure of moment resisting frames (MRFs). An EDR consists of two hinge-supported steel columns interconnected by steel dampers along its height. Under earthquakes, the input seismic energy can be dissipated by plastic energy of the steel dampers in the EDR column. However, the unrecoverable plastic deformation of steel dampers generally results in residual drifts in the structural system. This paper presents a proof-of-concept study on an innovative device, namely self-centring energy-dissipative rocking (SC-EDR) column, aiming at enabling self-centring capability of the EDR column by installing a set of shape memory alloy (SMA) tension braces. The working mechanism of the SC-EDR column is presented in detail, and the feasibility of the new device is carefully examined via experimental and numerical studies considering the parameters of the SMA bar diameter and the steel damper plate thickness. The seismic responses including load carrying capacities, stress distributions, base rocking behaviour, source of residual deformation, and energy dissipation are discussed in detail. A rational combination of the steel damper and the SMA tension braces can achieve excellent energy dissipation and self-centring performance.