• 제목/요약/키워드: Isotropic hardening.

검색결과 111건 처리시간 0.026초

등방성 강판의 자동차용 Roof Panel 부품 적용 특성 해석 (FE Analysis for Application of Isotropic Steel Sheet on Auto-Roof Panel)

  • 한수식
    • 소성∙가공
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    • 제15권3호
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    • pp.241-246
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    • 2006
  • The isotropic steel sheet was developed and started to apply on the auto-body outer panel, however the characteristics of application on auto-body were not well known. In this paper the FE analysis of outer panel of auto-body was carried out to investigate the characteristics of isotropic steel sheet. For the FE analysis of the roof panel of ULSAB body the isotropic steel sheet and the bake hardening steel sheet were used. The Isotropic steel sheet shows more deformation at punch bottom area of roof panel than the bake hardening steel sheet that is most required forming properties far outer panel to obtain the shape likability of forming parts. It is shown that the isotropic steel sheet has suitable material properties far outer panels of auto-body.

Combined Isotropic-Kinematic 경화규칙에 기초한 자동차용 알루미늄합금-및 Dual-Phase 강 판재의 스프링백 예측 (Spring-back Evaluation of Automotive Sheets Based on Combined Isotropic-Kinematic Hardening Rule)

  • 이명규;김대용;정관수
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2003년도 추계학술대회논문집
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    • pp.144-147
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    • 2003
  • In order to evaluate spring-back behavior in automotive sheet forming processes, a panel shape idealized as a SS-rail has been investigated. After spring-back kas been predicted fer SS-rails using the finite element analysis, results has been compared with experimental measurements for three automotive sheets. To account for hardening behavior such as the Bauschinger and transient effects in addition to anisotropic behavior, the combined isotropic-kinematic hardening law based on the Chaboche type single-surface model and a recently developed non-quadratic anisotropic yield function have been utilized, respectively.

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불포화 점성토의 등방압축 상태에서 발생하는 항복곡면과 경화감수 (Yield Surface and Hardening Laws of Unsaturated Clayey Soils for Isotropic Compression)

  • 송창섭
    • 한국농공학회지
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    • 제39권1호
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    • pp.93-101
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    • 1997
  • This paper presents yield surfaces and hardening laws for describing the state of an unsaturated soil under isotropic compression and suction changes. The yield surface is formulated within the framework of hardening plasticity using two independent sets of stress variables : the excess of total stress over air pressure and the suction. And the application of the yield surfaces and hardening laws are confirmed from the result of the experiment. To this end a series of suction-controlled isotropic tests are conducted on clayey soils. Matric suction is controlled by the axis translation technique using high air entry ceramic disk. The specimens are compacted using a half of Proctor compaction energy with 5 % lower of water content than the optimum moisture contents. From test results, existence of the yield surfaces and an application of hardening laws to samples are confirmed by comparison between test and predicted results. And it is confirmed that LC yield locus is extened with the total plastic deformations induced by suction or stress changes, however, SI yield locus is only extended with the plastic deformations by induced suction changes.

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일반 등방경화규칙에 의거한 점토의 비등방 탄소성 구성모델 (An Anisotropic Elasto-Plastic Constitutive Model Based on the Generalized Isotropic Hardening Rule for Clays)

  • 이승래;오세붕
    • 한국지반공학회지:지반
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    • 제10권3호
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    • pp.17-32
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    • 1994
  • 역재하시에 나타나는 흙의 비등방거동을 모델하기 위하여, 본 연구에서는 일반 등방경화규칙에 근거한 비등방 경화이론을 개발하였다. 일반 등방규칙은 등방경화의 기준이 되는 중심응력텐서가 임의의 응력상태에서 존재할 수 있도록 허용하므로, 역재하과정에서 발생하는 소성변형을 예측할 수가 있다. 제안된 구성모델은 단순한 경화함수만을 이용하여 수식화되었고, 일반등방경 화규칙에 적용된 개념을 기존의 비등방경화규칙과 비교하여 서술하였다. 검증을 위하여, 배수 및 비배수조건, 과압밀상태, Ko 압밀등의 초기조건이 상이한 점토에 대하여 관측된 삼축압축시료의 거동을 예측하였다.

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Effect of material hardening model for canister on finite element cask drop simulation for strain-based acceptance evaluation

  • Kim, Hune-Tae;Seo, Jun-Min;Seo, Ki-Wan;Yoon, Seong-Ho;Kim, Yun-Jae;Oh, Chang-Young
    • Nuclear Engineering and Technology
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    • 제54권3호
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    • pp.1098-1108
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    • 2022
  • The effect of the material hardening model of the canister on a finite element vertical cask drop simulation is investigated for the strain-based acceptance evaluation. Three different hardening models are considered in this paper: the isotropic hardening model, the strain rate-dependent Johnson-Cook (J-C) hardening model, and the modified J-C model which are believed to be the most accurate. By comparing the results using the modified J-C model, it is found that the use of the J-C model provides similar or larger stresses and strains depending on the magnitudes of the strain and strain rate. The use of the isotropic hardening model always yields larger stresses and strains. For the strain-based acceptance evaluation, the use of the isotropic hardening model can produce highly conservative assessment results. The use of the J-C model, however, produces satisfactory results.

표준 인장시험과 반복하중 C(T) 시험을 이용한 균열해석에서의 Chaboche 복합경화 모델 결정법 (Determination of Chaboche Cyclic Combined Hardening Model for Cracked Component Analysis Using Tensile and Cyclic C(T) Test Data)

  • 황진하;김훈태;류호완;김윤재;김진원;권형도
    • 한국압력기기공학회 논문집
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    • 제15권2호
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    • pp.31-39
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    • 2019
  • Cracked component analysis is needed for structural integrity analysis under seismic loading. Under large amplitude cyclic loading conditions, the change in material properties can be complex, depending on the magnitude of plastic strain. Therefore the cracked component analysis under cyclic loading should consider appropriate cyclic hardening model. This study introduces a procedure for determining an appropriate cyclic hardening model for cracked component analysis. The test material was nuclear-grade TP316 stainless steel. The material cyclic hardening was simulated using the Chaboche combined hardening model. The kinematic hardening model was determined from standard tensile test to cover the high and wide strain range. The isotropic hardening model was determined by simulating C(T) test under cyclic loading using ABAQUS debonding analysis. The suitability of the material hardening model was verified by comparing load-displacement curves of cyclic C(T) tests under different load ratios.

Ko-압밀점토지반속 주응력회전 현상의 모형화 (Modelling of Principal Stress Rotation in Ko Consolidated Clay)

  • 홍원표;김태형;이재호
    • 한국지반공학회지:지반
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    • 제13권1호
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    • pp.35-46
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    • 1997
  • 실제지반에 하중이 가하여 질 경우 발생되는 주응력회전시의 지반거동을 해석하기 위하여 등 방단일경화구성모델이 적용되었다. 이 모델에 의한 해석결과는 Ko압밀점토의 중공 원통형 공시체에 여러가지 응력경로를 대상으로 실시된 일련의 비틀림전단시험에 의한 시험치와 좋은 일치를 보이고 있다. 결국 주응력회전시의 지반거동은 등방압축 및 통상적인 압밀비배수 삼축압축시험으로 얻을 수 있는 간단한 정보만을 활용한 이 모델로 예측될 수 있음을 알았다. 비틀림전단시험결과와 해석결과 모두에서 등방탄소성 지반거동을 최초재하 (primary loading)단계 동안에 관찰할 수 있었다. 그러나, Ko압밀응력의 등방항복면내에서 감하나 수재하와 같은 응력 반전을 실시할 경우 최대주변형률증분 방향의 해석치는 시험치와 일치하지 않았다. 이는 응력반전시의 지반거동을 해석하기 위하여는 등방경화모델 (isotropic hardening model)보다 는 이동경화모델(kinematic hardening model)이 개발되어야함을 의미한다. 또한 본 연구에서는 일공간에서 변형률증분벡터의 시험치가 관련흐름법칙 및 비관련흐름법칙에 의한 해석법과 비교되었다.

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일반 등방경화 구성관계에 대한 내재적인 음력적분 : 1. 정식화 (Implicit Stress Integration of the Generalized Isotropic Hardening Constitutive Model : 1. Formulation)

  • 오세붕;이승래
    • 한국지반공학회지:지반
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    • 제12권4호
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    • pp.145-156
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    • 1996
  • 연약한 지반의 거동을 적절하게 표현할 수 있는 일반 등방경화 규칙에 근거한 비등방경화 구성모델을 비선형 유한요소해석에 적용하기 위하여 내재적인 응력적분기법을 정식화하였다. 정식화된 응력적분기법은 비선형 해석시에 필요한 응력을 일반 사다리꼴규칙에 의하여 내재적으로 적분하고 응력변형률 접선계수를 비선형 해법에 일관되게 도출할 수 있다. 이러한 알고리즘을 통하여 해의 정확도 및 수렴도를 확보할 수 있으므로, 비등방경화 구성 관계를 적용한 비선형 해석을 정확하고 효율적으로 수행할 수 있는 토대를 구축할 수 있었다.

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Evaluation of the true-strength characteristics for isotropic materials using ring tensile test

  • Frolov, A.S.;Fedotov, I.V.;Gurovich, B.A.
    • Nuclear Engineering and Technology
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    • 제53권7호
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    • pp.2323-2333
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    • 2021
  • The paper proposes a technique for reconstructing the true hardening curve of isotropic materials from ring tensile tests. Neutron irradiated 42XNM alloy tensile properties were investigated. The calculation of the true hardening curve for tensile and compression tests of standard cylindrical samples was performed at the first step. After that, the FEM-model was developed and validated using the ring tension and compression tests (with the hardening curve defined in step 1). Finally, the true hardening curve was calculated by selecting the FEM-model parameters and its validation by ring sample tests in different states using an iterative method. For these samples, experimental and calculated gauge length values were obtained, and the corresponding material's constants were estimated.

Springback FE modeling of titanium alloy tubes bending using various hardening models

  • Shahabi, Mehdi;Nayebi, Ali
    • Structural Engineering and Mechanics
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    • 제56권3호
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    • pp.369-383
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    • 2015
  • In this study, effect of various material hardening models based on Holloman's isotropic, Ziegler's linear kinematic, non-linear kinematic and mixture of the isotropic and nonlinear kinematic hardening laws on springback prediction of titanium alloy (Ti-3Al-2.5V) in a tube rotary draw bending (RDB) process was investigated with presenting the keynotes for a comprehensive step by step ABAQUS simulation. Influence of mandrel on quality of the final product including springback, wall-thinning and cross-section deformation of the tube was investigated, too. Material parameters of the hardening models were obtained based on information of a uniaxial test. In particular, in the case of combined iso-nonlinear kinematic hardening the material constants were calibrated by a simple approach based on half-cycle data instead of several stabilized cycles ones. Moreover, effect of some material and geometrical parameters on springback was carried out. The results showed that using the various hardening laws separately cannot describe the material hardening behavior correctly. Therefore, it is concluded that combining the hardening laws is a good idea to have accurate springback prediction. Totally the results are useful for predicting and controlling springback and cross-section deformation in metal forming processes.