• Title/Summary/Keyword: 소성변형비

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Finite Element Analysis of Strain Localization in Concrete Considering Damage and Plasticity (손상과 소성을 고려한 콘크리트 변형률 국소화의 유한요소해석)

  • 송하원;나웅진
    • Computational Structural Engineering
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    • v.10 no.3
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    • pp.241-250
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    • 1997
  • The strain localization of concrete is a phenomenon such that the deformation of concrete is localized in finite region along with softening behavior. The objective of this paper is to develop a plasticity and damage algorithm for the finite element analysis of the strain-localization in concrete. In this paper, concrete member under strain localization is modeled with localized zone and non-localized zone. For modeling of the localized zone in concrete under strain localization, a general Drucker-Prager failure criterion by which the nonlinear strain softening behavior of concrete after peak-stress can be considered is introduced in a thermodynamic formulation of the classical plasticity model. The return-mapping algorithm is used for the integration of the elasto-plastic rate equation and the consistent tangent modulus is also derived. For the modeling of non-localized zone in concrete under strain localization, a consistent nonlinear elastic-damage algorithm is developed by modifying the free energy in thermodynamics. Using finite element program implemented with the developed algorithm, strain localization behaviors for concrete specimens under compression are simulated.

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Texture Evolutions in Al sheet during the deep drawing process (Al 판재의 디프 드로잉 공정에서의 집합조직 변화 고찰)

  • 조재형;최시훈;오규환
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 1997.03a
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    • pp.303-306
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    • 1997
  • $\alpha$형과 $\beta$형 섬유조직의 압연 집합조직을 초기 집합조직으로 갖는 알루미늄 판재의 디프드로잉 공정시 집합조직 변화를 고찰하였다. 플랜지 변형 단계에서는 Bs성분은 감소하 였으며, Goss, Cu, P등의 성분들은 증가하였다. 컵의 윗쪽에서는 아랫쪽에 비하여 Goss, Cu 성분은 증가하고 P성분의 변화는 적었다. 이는 컵의 윗쪽에서는 플랜지에서 받은 평면변형 의 정도가 컵의 아랫쪽에 비하여 크기 때문이다. 실제 디프드로잉 공정에서의 변형량에서는 결정들이 안정방위로의 회전경로인 $\alpha$D형의 섬유와 $\beta$D형의 섬유로 이동하게 된다.

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Prediction of Member Plastic Rotation Demands for Earthquake Design of Moment Frames (모멘트골조의 내진설계를 위한 부재 소성변형 요구량 예측)

  • Eom, Tae-Sung;Park, Hong-Gun
    • Journal of the Earthquake Engineering Society of Korea
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    • v.13 no.5
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    • pp.51-60
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    • 2009
  • To secure the structural safety of structures and members against earthquakes, the plastic deformation capacity demand of members should be accurately predicted. In the present study, a method for the evaluation of the plastic deformations of members for moment frames was developed. To facilitate the practical use of the proposed method in equivalent seismic design, the plastic deformations of members were evaluated based on the results of elastic analysis, without using nonlinear analysis. The plastic deformation demands of members were formulated as functions of story drift demand, redistributed moment and member stiffness. Story drift demand and moment redistribution were directly determined from elastic analysis. The proposed method was applied to an 8 story-2 bay moment frame, and the predicted plastic deformations were verified using nonlinear analysis. The results showed that the proposed method could be used to accurately predict the member plastic rotations with simple calculations. The proposed method can be applied both to the earthquake design of new structures and to the performance evaluation of existing structures.

Simulation of Ratcheting in Wheel-Rail Contact (차륜-레일 구름접촉에 의한 라체팅 모델링)

  • Goo, Byeong-Choon
    • Journal of the Korean Society for Railway
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    • v.11 no.3
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    • pp.311-316
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    • 2008
  • Ratcheting is a cyclic accumulation of strain under a cyclic loading. It is a kind of mechanisms which generate cracks in rail steels. Though some experimental and numerical study has been performed, modeling of ratcheting is still a challenging problem. In this study, an elastic-plastic constitutive equation with non-linear kinematic hardening equation was applied. Contact stresses in wheel-rail were analyzed. Under the tangential stress of the contact stresses, a cyclic stress-strain relation was obtained by using the model. A constant ratcheting strain per cycle was accumulated.

분말단조 해석을 위한 다공질 합금강 프리폼의 고온 업셋

  • Kim, Gi-Tae;Jo, Yun-Ho
    • Transactions of Materials Processing
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    • v.1 no.2
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    • pp.14-19
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    • 1992
  • 분말단조 공정의 해석을 위한 기초연구로서 고용 업셋에 의한 다공질 합금강 프리폼의 치밀화와 소성 변형거동에 관하여 조사하였다. 다공질 프리폼의 소성 유동응력은 용도의 상승에 떠라 감소하였고, 변형속도의 증가에 따라 증가함을 보였다. 또한, 다공질 프리폼의 초기밀도가 더 높을수록 동일한 온도와 하중조건에서 더 높은 치밀화를 보였다. 또한, 밀도변화에 따른 프와송 비를 실험치로 부터 구하였고, 배불림 현상과 체적변화를 고려하여 온도에 따른 진응력-진변형률 관계를 구하였다.

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A Rate-Dependent Elastic Plastic Constitutive Equation in Finite Deformation Based on a Slip Model (슬립모델을 이용한 변형률의존 유한변형 탄소성재료의 구성방정식 개발)

  • Nam, Yong-Yun;Kim, Sa-Soo;Lee, Sang-Gab
    • Journal of the Society of Naval Architects of Korea
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    • v.34 no.1
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    • pp.77-86
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    • 1997
  • The advanced development in many fields of engineering and science has caused much interests and demands for crashworthiness and non-linear dynamic transient analysis of structure response. Crash and impact problems have a dominant characteristic of large deformation with material plasticity for short time scales. The structural material shows strain rate-dependent behaviors in those cases. Conventional rate-independent constitutive equations used in the general purposed finite analysis programs are inadequate for dynamic finite strain problems. In this paper, a rate-dependent constitutive equation for elastic-plastic material is developed. The plastic stretch rate is modeled based on slip model with dislocation velocity and its density so that there is neither yielding condition, nor loading conditions. Non-linear hardening rule is also introduced for finite strain. Material constants of present constitutive equation are determined by experimental data of mild steel, and the constitutive equation is applied to uniaxile tension loading.

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Fully Non-Contact Assessment of Acoustic Nonlinearity According to Plastic Deformation in Al6061 Alloy (Al6061 합금의 소성변형에 따른 음향비선형 특성의 완전 비접촉식 평가)

  • Lee, Hyeon;Chung, Cheon;Kim, Chung-Seok;Jhang, Kyung-Young
    • Journal of the Korean Society for Nondestructive Testing
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    • v.32 no.4
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    • pp.388-392
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    • 2012
  • This study proposes a fully non-contact measurement method to assess acoustic nonlinearity of narrowband surface waves generated by a line-arrayed laser beam by using a laser-ultrasonic detector in the way of two-wave mixing (TWM) method. This method was applied to figure out a relationship between plastic deformation and nonlinearity characteristics of a plastically deformed aluminum specimens. The experimental results showed that the acoustic nonlinearity of the laser-generated surface wave increased proportionally to the level of tensile deformation. This tendency is in good agreement with the result of measurement by contact method with PZT-transducer.

多孔性 금속의 소성역학

  • 오흥국
    • Journal of the KSME
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    • v.22 no.3
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    • pp.191-195
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    • 1982
  • 소결 금속(sintered metal)은 기공(pore)의 존재로 성형에 있어서 체적변화를 유발하므로 이제까지 사용되어오던 체적변화를 유발하므로 이제까지 사용되어오던 일반 소성이론(conventional plasticity theory)은 적용할 수 없기 때문에 소결금속에 대한 소성이론을 정립해 오고 있다. 그 발달 과정을 보면 미국과 일본에서 각각 독자적인 방법으로 진행되었는데 미국에서는 Kuhn씨가 포아숀 비(.nu.)를 정의하여 실험적으로 구하고 이것을 기초로 하여 항복조건을 정립하고 응력과 변형도율과의 관계를 유도해 냄과 동시에 알루미늄 분말 소결원판 단조에 적용하여 그 실용성을 예시하였다. 한편 일본에서는 교오토오 대학의 Shima, Oyane등이 연구 정립한 것으로서 다공정 금속과 그 본금속의 항복 응력비와 정수압의 항복 응력에 대한 영향도를 정의하여 실험을 통하여 결정한 다음 항복조건을 만들고 이로부터 응력과 변형율과의 관계, 등가 변형율을 유도하였고 이를 폐금형 압축시험에 적용하였다.

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Formability and Texture of Sheet Metals (판금의 성형성과 집합조직)

  • Lee D. N.
    • Transactions of Materials Processing
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    • v.14 no.4 s.76
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    • pp.310-318
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    • 2005
  • 판금 성형성의 대표평가기준인 디프드로잉성과 성형한계도에 미치는 재료의 인장성질, 특히 소성변형비는 재료의 집합조직과 밀접한 관계가 있다. 따라서 성형성 향상을 위해서는 집합조직을 제어하는 것이 중요하다.

The Variation of Plastic Strain Ratio Through Thickness in Sheet Steel (강판의 두께 깊이와 소성변형비 변화)

  • 김인수;박노진;김성진;서완영;이민구
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 1997.03a
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    • pp.117-120
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    • 1997
  • Microstructure and pole figure through thickness in cold rolled sheet steel were investigated. The calculated plastic strain ratio in surface is greatly different with that in center layer and measured value in tensile test.

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