• 제목/요약/키워드: cyclic curve

검색결과 308건 처리시간 0.023초

반복하중을 받는 강판의 강도 및 변형특성 (Strength and Deformation Behavior of Steel Plates under Cyclic Loadinga)

  • 황원섭;윤형석;전승권
    • 한국강구조학회 논문집
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    • 제13권2호
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    • pp.143-152
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    • 2001
  • 본 연구에서는 정적 및 반복하중을 받는 강판의 거동특성에 관하여 검토하였다. 강판의 강도에 관한 설계변수로서는 초지처짐과 형상비, 판의 폭-두께비등을 들 수 있으며, FEM해석을 통하여 이상의 설계변수에 관한 영향에 관하여 검토하였다. 정적 압축하중이 작용하는 판의 강도는 형상비가 1.0이하인 경우에는 형상비 변화에 따른 영향이 거의 나타나지 않았으며, 반복하중을 받는 판의 경우 폭-두께비와 변위 진폭의 크기가 강도에 크게 영향을 미치고 있음을 확인하였다. 이러한 해석결과를 기초로 본 연구에서는 반복재하에 의한 강도감소 특성을 고려한 강도곡선식을 제안하였으며, 또한 폭-두께비와 변위 진폭에 따른 판의 변형성능에 관해서 검토하였다

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Potential Difference of Cyclic Polarization Curve of an Aircraft Al Alloy: ∆E (Esec,corr - Ecorr)

  • Sun, Qingqing;Chen, Kanghua
    • Journal of Electrochemical Science and Technology
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    • 제11권2호
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    • pp.140-147
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    • 2020
  • This paper presents a hypothesis and its experimental validation that ∆E (Esec,corr - Ecorr) of cyclic polarization curve of an Al-Zn-Mg-Cu alloy decreases firstly and then increases with the increasing of corrosion rate or corroded fraction Fcorr of alloy surface. The minimum value of ∆E is obtained when Fcorr ≈ 50%. In addition, a proportional relationship between ∆E and |50% - Fcorr| was found. This non-monotonic relation between ∆E and extent of localized corrosion indicates that additional attention should be paid on using ∆E to assess localized corrosion behaviour of Al-Zn-Mg-Cu alloys.

Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling

  • Yamada, Satoshi;Ishida, Takanori;Jiao, Yu
    • 국제강구조저널
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    • 제18권5호
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    • pp.1761-1771
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    • 2018
  • In this paper, a hysteretic model of rectangular hollow section (RHS) columns that includes the deteriorating range caused by local buckling is proposed. The proposed model consists of the skeleton curve, the Bauschinger part that appears before reaching the maximum strength, the strength increasing part of the deteriorating range, and the unloading part. Of these, the skeleton curve, including the deterioration range caused by local buckling, which is considered to be equivalent to the load-deformation relationship under monotonic loading, is obtained through an analytical method. Bi-linear hysteretic models based on experimental results are applied to the Bauschinger part and the strength increasing part. The elastic stiffness is applied to the unloading part. The proposed model is verified by comparing with experimental results of RHS columns under monotonic and cyclic loading.

반복하중을 받는 철근 콘크리트 막요소의 전단거동 예측 (Prediction of Shear Behavior of Reinforced Concrete Panels Subjected to Reversed Cyclic Loading)

  • 이정윤
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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    • pp.105-110
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    • 2002
  • This paper proposes an analytical method to predict the behavior of reinforced concrete beams subjected to reversed cyclic loading. The proposed method is based on the compatibility aided truss model and adopts the stress vs. strain curve of concrete which considers the softening effects. This model Is verified by comparing to the six reinforced concrete panel tests.

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굽힘피로 하중을 받는 배관의 피로균열 발생수명 예측 (Crack Initiation Life Analysis in Notched Pipe Under Cyclic Bending Loads)

  • 곽상록;이준성;김영진;박윤원
    • 대한기계학회논문집A
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    • 제25권10호
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    • pp.1528-1534
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    • 2001
  • In order to improve Leak-Be(ore-Break methodology, more precisely the crack growth evaluation, a round robin analysis was proposed by the CEA Saclay. The aim of this analysis was to evaluate the crack initiation life, penetration life and shape of through wall crack under cyclic bending loads. The proposed round robin analysis is composed of three main topic; fatigue crack initiation, crack propagation and crack penetration. This paper deals with the first topic, crack initiation in a notched pipe under four point bending. Both elastic-plastic finite element analysis and Neuber's rule were used to estimate the crack initiation life and the finite element models were verified by mesh-refinement, stress distribution and global deflection. In elastic-plastic finite element analysis, crack initiation life was determined by strain amplitude at the notch tip and strain-life curve of the material. In the analytical method, Neuber's rule with the consideration of load history and mean stress effect, was used for the life estimation. The effect of notch tip radius, strain range, cyclic hardening rule were examined in this study. When these results were compared with the experimental ones, the global deformation was a good agreement but the crack initiation cycle was higher than the experimental result.

Deformation and permeability evolution of coal during axial stress cyclic loading and unloading: An experimental study

  • Wang, Kai;Guo, Yangyang;Xu, Hao;Dong, Huzi;Du, Feng;Huang, Qiming
    • Geomechanics and Engineering
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    • 제24권6호
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    • pp.519-529
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    • 2021
  • In coal mining activities, the abutment stress of the coal has to undergo cyclic loading and unloading, affecting the strength and seepage characteristics of coal; additionally, it can cause dynamic disasters, posing a major challenge for the safety of coal mine production. To improve the understanding of the dynamic disaster mechanism of gas outburst and rock burst coupling, triaxial devices are applied to axial pressure cyclic loading-unloading tests under different axial stress peaks and different pore pressures. The existing empirical formula is use to perform a non-linear regression fitting on the relationship between stress and permeability, and the damage rate of permeability is introduced to analyze the change in permeability. The results show that the permeability curve obtained had "memory", and the peak stress was lower than the conventional loading path. The permeability curve and the volume strain curve show a clear symmetrical relationship, being the former in the form of a negative power function. Owing to the influence of irreversible deformation, the permeability difference and the damage of permeability mainly occur in the initial stage of loading-unloading, and both decrease as the number of cycles of loading-unloading increase. At the end of the first cycle and the second cycle, the permeability decreased in the range of 5.777 - 8.421 % and 4.311-8.713 %, respectively. The permeability decreases with an increase in the axial stress peak, and the damage rate shows the opposite trend. Under the same conditions, the permeability of methane is always lower than that of helium, and it shows a V-shape change trend with increasing methane pressures, and the permeability of the specimen was 3 MPa > 1 MPa > 2 MPa.

316L 스테인리스강의 상온 반복 거동에 대한 수정 다층 모델의 적용성 검토 (Applicability Evaluation of Modified Overlay Model on the Cyclic Behavior of 316L Stainless Steel at Room Temperature)

  • 임재용;이순복
    • 대한기계학회논문집A
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    • 제28권10호
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    • pp.1603-1611
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    • 2004
  • The validity of 'modified overlay model' to describe the cyclic behavior of annealed 316L stainless steel at room temperature was investigated. Material parameters(~f$_{i}$, m$_{i}$b, η, E) fur the model were obtained through constant strain amplitude test. The strain amplitude dependency of elastic limit and cyclic hardening, which were the characteristics of this model, were considered. Eight subelements were used to describe the nonlinearity of the hysteresis loops. The calculated hysteresis curve in each condition (0.5%, 0.7%, 0.9% train amplitude test) was very close to the experimental one. Two tests, incremental step test and 5-step test, ere performed to check the validity of 'modified overlay model'. The elastic limit was saturated to the one of the highest strain amplitudes of the block in the incremental step test, so it seemed to be Masing material at the stabilized block. Cyclic hardening was successfully described in the increasing sequence of the strain amplitude in 5-step test. But, the slight cyclic softening followed by higher strain amplitude would not be able to simulate by'modified overlay model'. However, the discrepancy induced was very small between the calculated hystereses and the experimental ones. In conclusion,'Modified overlay model'was proved to be appropriate in strain range of 0.35%~ 1.0%..0%.

An elastoplastic bounding surface model for the cyclic undrained behaviour of saturated soft clays

  • Cheng, Xinglei;Wang, Jianhua
    • Geomechanics and Engineering
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    • 제11권3호
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    • pp.325-343
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    • 2016
  • A total stress-based bounding surface model is developed to predict the undrained behaviour of saturated soft clays under cyclic loads based on the anisotropic hardening modulus field and bounding-surface theories. A new hardening rule is developed based on a new interpolation function of the hardening modulus that has simple mathematic expression and fewer model parameters. The evolution of hardening modulus field is described in the deviatoric stress space. It is assumed that the stress reverse points are the mapping centre points and the mapping centre moves with the variation of loading and unloading paths to describe the cyclic stress-strain hysteresis curve. In addition, by introducing a model parameter that reflects the accumulation rate and level of shear strain to the interpolation function, the cyclic shakedown and failure behaviour of soil elements with different combinations of initial and cyclic stresses can be captured. The methods to determine the model parameters using cyclic triaxial compression tests are also studied. Finally, the cyclic triaxial extension and torsional shear tests are performed. By comparing the predictions with the test results, the model can be used to describe undrained cyclic stress-strain responses of elements with different stress states for the tested clays.

주조용 Al합금의 내식성에 관한 전기화학적 평가 (An Electrochemical Evaluation on the Corrosion Resistance of a Al Alloy)

  • 윤대현;이명훈;김기준;문경만
    • Journal of Advanced Marine Engineering and Technology
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    • 제29권5호
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    • pp.495-501
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    • 2005
  • Al is a active metal that owes its resistance to a thin, protective, barrier oxide surface layer, which is stable in air and neutral aqueous solution. Thus Al alloys are widely used in architectural trim. cold & hot-water storage vessels and piping. However Al and most of its alloy may corrode with some forms such as pitting corrosion, intergranular corrosion and galvanic corrosion in the case of exposure to various industrial and marine atmosphere. Therefore a correct evaluation of corrosion resistance for their Al and Al alloys may be more important in a economical point of view. In this study. a relative evaluation of corrosion resistance for three kinds of Al alloys such as ALDC2, ALDC3, and ALDC8 series was carried out with electrochemical method. There is a tendency that corrosion potential is shifted to positive or negative direction by alloying components regardless of corrosion resistance. Moreover the data of corrosion properties obtained from cathodic Polarization curve, cyclic voltammogram and AC. DC impedance respectively showed a good correspondence each other against the corrosion resistance but variation of corrosion potential. passivity current density of anodic polarization curve and corrosion current density by Tafel extrapolation and Stern-Geary method didn't correspond with not only each other but also considerably the data of corrosion properties discussed above. Therefore it is suggested that an optimum electrochemical evaluation for corrosion resistance of Al alloy is to calculate the diffusion limiting current density of cathodic polarization curve, impedance of AC or DC and polarization resistance of cyclic voltammogram.

풍화토 지반에 근입된 현장타설말뚝의 Cyclic p-y 곡선의 감소계수 제안 (Proposed Reduction Factor of Cyclic p-y Curves for Drilled Shafts in Weathered Soil)

  • 김병철;정상섬;고준영
    • 한국지반공학회논문집
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    • 제31권2호
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    • pp.47-63
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    • 2015
  • 본 연구에서는 풍화토에 근입된 현장타설말뚝을 대상으로 수평 반복하중에 대한 말뚝-지반의 상호거동을 파악하기 위하여 현장타설말뚝 재하시험 및 3차원 유한요소 해석을 수행하였다. 현장재하시험은 국내에 널리 분포하고 있는 풍화토 지반에 근입된 현장타설말뚝을 재하시험 대상으로 하였다. 반복하중의 방향을 달리하여 일방향과 양방향으로 반복하중을 재하 하였으며, 반복하중의 방향에 따른 시험말뚝의 수평변위 및 휨모멘트를 분석하였다. 또한, 지반 물성이 말뚝-지반의 상호거동에 미치는 영향과 반복하중의 횟수, 방향 등, 하중특성 인자들의 영향 정도를 살펴보기 위하여 3차원 유한요소 모델링 및 해석을 수행하였으며, 국내 외에서 수행된 현장재하시험의 사례들 및 기존에 제안된 경험적 반복하중 p-y 곡선 함수들과 비교 분석함으로서 3차원 유한요소 모델링의 타당성을 확인하였다. 3차원 유한요소해석 결과, 풍화토에 근입된 현장타설말뚝에 작용하는 반복하중의 방향성을 고려할 수 있는 쌍곡선 형태의 p-y 곡선 함수식을 제안하였다. 또한 쌍곡선 형태의 정적하중 p-y 곡선 함수식에 반복하중에 의한 지반반력계수와 지반의 극한저항력의 감소 효과를 동시에 고려할 수 있는 감소계수를 도출하여, 말뚝의 변위와 지반의 극한 저항력의 관계를 하나의 함수식으로 표현하였다. 사질토에 근입된 말뚝의 반복하중 재하시험 사례들을 이용하여 결과를 비교 분석한 결과, 제안된 p-y 곡선 함수는 현장 실측치와 비교적 잘 일치하였으며, 기존의 경험적 반복하중 p-y 곡선 함수보다 말뚝-지반의 수평거동 특성을 더 적절히 예측함을 알 수 있었다.