• 제목/요약/키워드: yield force

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Characteristics of Barkhausen Noise Properties and Hysteresis Loop on Tensile Stressed Rolled Steels

  • Kikuchi, Hiroaki;Ara, Katsuyuki;Kamada, Yasuhiro;Kobayashi, Satoru
    • Journal of Magnetics
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    • 제16권4호
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    • pp.427-430
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    • 2011
  • The rolled steels for welded structure applied tensile stress have been examined by means of magnetic Barkhausen noise (MBN) method and of a physical parameter obtained from a hysteresis loop. The behaviors of MBN parameters and coercive force with tensile stress were discussed in relation to microstructure changes. There is no change in MBN parameters and coercive force below yield strength. The coercive force rises rapidly with tensile stress above yield strength. On the other hand, the rms voltage and the peak in averaged rms voltage take a maximum around yield strength and then decreases. The magnetomotive force at peak in the averaged rms voltage shows a minimum around yield strength. These phenomena are attributed to the combined effects of cell texture and dislocation density. In addition, the behaviors of MBN parameters around yield strength may be reflected by the localized changes in strain field due to the formation of dislocation tangles.

기둥 항복형 철골라멘의 복원력 특성 (Restoring Force Characteristics of Column Yield Type Steel Rahmen)

  • 윤명호
    • 한국디지털건축인테리어학회논문집
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    • 제4권2호
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    • pp.44-51
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    • 2004
  • It is generally known in seismic design that the beam yield type frames have more advantages than column yield type of which damage is likely to concentrate to any story. However we may design a building as a beam yield type, it becomes actually a column yield type collapse mode for slab floor diaphragm effect. Considering these points, the column yield type frames are selected and designed as the specimens. The object of this study is to grasp quantitatively the restoring force characteristic values and to estimate the seismic performances of column yield type steel rahmen.

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성능영향인자 변화에 따른 철근 콘크리트 기둥의 거동 (The Behavior of RC Columns on the Variation of Performance Influencing Factor)

  • 윤성환;최민철;박대효
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.281-284
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    • 2008
  • 구조물의 성능을 나타내는 성능평가에 있어 구조물의 재료 및 구조적 특성이 구조물의 성능에 미치는 영향을 분석하기 위해 고유치 해석과 비선형 정적해석을 수행하였다. 구조물의 성능에 영향을 주는 성능영향인자는 구조물의 재료적 특성과 관련하여 콘크리트 강도, 종방향 주철근, 횡구속 철근에 대하여, 구조적 특성과 관련하여 형상비, 축하중에 대하여 총 5가지로 정의하였다. 성능영향인자의 변화에 따른 분석 결과, 콘크리트 강도 증가에 따른 항복변위는 동일하지만 최대 기저전단력은 증가하였고 종방향 주철근 증가에 따른 항복변위와 최대 기저전단력은 모두 증가하였으며, 횡구속 철근 증가에 따른 항복변위와 최대 기저전단력의 변화량은 미비하였다. 형상비 증가에 따른 구조물의 항복변위는 증가하고, 최대 기저전단력은 감소하며, 축하중 증가에 따른 구조물의 항복변위와 최대 기저전단력은 감소하였다.

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압착모드하에서 ER유체의 빙햄특성 및 댐핑력 제어 (Bingham Properties and Damping Force Control of an ER Fluid under Squeeze Mode)

  • 홍성룡;최승복
    • 한국정밀공학회지
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    • 제19권11호
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    • pp.37-45
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    • 2002
  • This paper presents the field-dependent Bingham characteristics and damping force control of an electro-rheological (ER) fluid under squeeze mode operation. The squeeze force of the ER fluid due to the imposed electric field is analyzed and an appropriate size of the disk-type electrode is devised. On the basis of the theoretical model of the ER fluid under squeeze mode operation, the yield stress and response speed of the ER fluid are distilled from the time responses of squeeze force to the step electric potentials. Measured squeeze forces under various excitation conditions are compared with the predicted ones from Bingham model and time constant obtained at the transient response test. In addition, the controllability of the field-dependent damping force of the ER fluid under squeeze mode is experimentally demonstrated by implementing simple PID controller.

초음파 음탄성효과를 이용한 고장력 볼트의 축력측정정도 향상에 관한 연구 (A Study on the Advance of Measuring Accuracy of High Tension Bolt Axial Force Using Ultrasonic Acoustoelasticity Effects)

  • 김희송;오환교
    • 비파괴검사학회지
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    • 제12권4호
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    • pp.26-31
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    • 1993
  • In this paper, the axial force of high tension bolt is measured by using ultrasonic wave. In the case of the different materials the conclusion obtained are as follows : (1) The relation of the material quality of each high tension bolt and form(diameter or section area), and yield axial force can be observed. (2) As 0.1 is devided by the apparent elongation the measurement accuracy of high tension bolt can be achived. Also, it is founded that the Joint axial force of high tension bolt is determined by the yield force.

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동부와 녹두전분 Gel 및 Paste의 Rheological Properties (Rheological Properties of Cowpea and Mung Bean starch Gels and Pastes)

  • 손경희
    • 대한가정학회지
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    • 제26권3호
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    • pp.93-102
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    • 1988
  • Rheological properties of cowpea and mung bean starch gels and pastes were investigated and compared with Instron Universal Testing machine and Brabender Viscometer. As the result of puncture test of gels, yield point force of mung bean starch gel was higher than that of cowpea starch gel. Compression coefficient of cowpea starch gel calculated by Bourne's equation was lower than that of mung bean starch gel. the stress relaxation test showed that viscoelastic properties of cowpea and mung bean starch gels may be represented by six element Maxwell model consisting of three Maxwell element in parallel. Cowpea and mung bean starch pastes showed bingham pseudoplastic behavior in 3, 5, 6, 7 and 8%. The consistency index in 7∼8% of cowpea starch paste were lower than those of mung bean starch paste. concentration dependence on consistency index and yield stress in mung bean starch were higher than those of cowpea starch. The yield stress of starch pastes was significantly correlated with yield point force by puncture test (r=0.996).

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유동학적 인자에 따른 토석류의 이동 및 퇴적 특성 (Movement and Deposition Characteristics of Debris Flow According to Rheological Factors)

  • 이미지;김윤태
    • 한국지반공학회논문집
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    • 제29권5호
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    • pp.19-27
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    • 2013
  • 여름철 강우로 인한 산사태는 대부분 토석류의 형태로 나타난다. 토석류는 빠른 이동속도와 체적 때문에 경제적 손실 뿐만 아니라 많은 인명피해를 일으킨다. 토석류 해석 프로그램인 FLO-2D를 사용하여 유동학적 인자인 점성과 항복응력에 따른 토석류의 이동과 퇴적 특성을 분석하였다. 수치해석을 수행한 결과, 점성이 증가할수록 토석류 입자간의 응집력이 증가하여 토석류의 퇴적거리와 속도가 감소한다. 그에 따라 유동심은 증가하고 충격력은 감소하였다. 항복응력은 토석류의 발생과 퇴적에 큰 영향을 미치는 요인이다. 항복응력이 증가할수록 충격력은 증가하였다. 수치 해석 결과에 의하면, 토석류의 이동속도는 주로 점성에 의존하나 토석류의 퇴적 특성(퇴적거리, 퇴적 폭, 퇴적면적)은 점성과 항복응력에 의존한다.

잣 수확의 기계화 연구(II) -잣나무 가지의 전단 특성- (Mechanization of Pine Cone Harvest(II) -Shearing Characteristics of Shoots of Korean Pine Trees-)

  • 강화석;김상헌;이재선
    • Journal of Biosystems Engineering
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    • 제19권1호
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    • pp.17-21
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    • 1994
  • This reasearch was performed to provide the fundamental intonation for the mechanization of Korean pine cone harvest when the shoot shearing method is adopted. Shear force and stress of pine cone shoots were measured and analyzed for this purpose. Samples are selected along their harvesting time and tested in 17 levels of shoot diameter from 10 to 26mm with 1mm increment. 1) Shear force-deformation characteristics showed that shoot reached its rupture point after 2 to 4 of bio-yield points. It was supposed that these multiple bio-yield points were caused by the discrete compression of wood parts which are composed of water, nutrient, resin, etc. 2) Required shear force to shear shoot was proportional to the square of shoot diamter, however, shear force for shoots of early harvesting time(Aug. 31) was proportional to the shoot diameter. Variance of shear force was increased as the harvesting time was delayed. Shear forces were distributed from 468N(Aug. 31, 12mm dia) to 4153N(Aug. 31, 26mm dia) disregarding the sampling date. 3) The average shear stresses by sampling dates were 744,822, and 883N/m2, respectively, and for the earlier shoot samples shear stress was quite smaller than the others. Shear stress was proportional to shoot diameter squared, and the effect of shoot diameter on the shear stress was decreased as harvesting time was delayed.

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강성저하 실험식 및 연성계수를 이용한 철근콘크리트 전단벽 구조시스템의 비탄성 하중-변위 관계식 예측 (Prediction of Inelastic Force-Displacement Relationships of Reinforced Concrete Shear Wall Systems Based on Prescribed Ductilities)

  • 홍원기
    • 전산구조공학
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    • 제8권4호
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    • pp.159-171
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    • 1995
  • 한 cycle의 이력곡선 loop을 완전히 표현하기 위해서는 pinch force, drift offset, effective stiffness, unloading, reloading, tangential stiffness 등의 변수가 필요하게 된다. 각 이력 loop에 대해 이들 변수들은 에너지 소산정도에 따라 변위와 축력의 함수로 표현될 수 있다. 본 논문에서는 먼저 16개의 전단벽 실험에서 얻어진 이력곡선 데이타를 분석하여 앞에 기술된 모든 변수를 표준화된 변위(.DELTA/.DELTA.y)의 함수로 표현했으며 이를 바탕으로 이력곡선의 포락선으로 표현되는 힘-변위관계를 예측할 수 있는 6개의 step을 제시하였다. 제시된 기법으로 구해진 비탄성 힘-변위관계는 실험곡선과 비교되었으며 내진설계에 있어서 가장 중요한 요소중 하나인 구조물의 비탄성 힘-변위관계를 예측하는 편리한 기법으로 이용될 수 있음을 보였다.

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Experimental calibration of forward and inverse neural networks for rotary type magnetorheological damper

  • Bhowmik, Subrata;Weber, Felix;Hogsberg, Jan
    • Structural Engineering and Mechanics
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    • 제46권5호
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    • pp.673-693
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    • 2013
  • This paper presents a systematic design and training procedure for the feed-forward back-propagation neural network (NN) modeling of both forward and inverse behavior of a rotary magnetorheological (MR) damper based on experimental data. For the forward damper model, with damper force as output, an optimization procedure demonstrates accurate training of the NN architecture with only current and velocity as input states. For the inverse damper model, with current as output, the absolute value of velocity and force are used as input states to avoid negative current spikes when tracking a desired damper force. The forward and inverse damper models are trained and validated experimentally, combining a limited number of harmonic displacement records, and constant and half-sinusoidal current records. In general the validation shows accurate results for both forward and inverse damper models, where the observed modeling errors for the inverse model can be related to knocking effects in the measured force due to the bearing plays between hydraulic piston and MR damper rod. Finally, the validated models are used to emulate pure viscous damping. Comparison of numerical and experimental results demonstrates good agreement in the post-yield region of the MR damper, while the main error of the inverse NN occurs in the pre-yield region where the inverse NN overestimates the current to track the desired viscous force.