• 제목/요약/키워드: stress relaxation coefficient

검색결과 26건 처리시간 0.021초

잔류응력 완화에 미치는 상변태의 수치적 모델링 (N.M.for the Effect of P.T. on Resicual Stress Relaxation)

  • 장경복;손금렬;강성수
    • Journal of Welding and Joining
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    • 제17권6호
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    • pp.84-89
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    • 1999
  • Most of ferrous b.c.c weld materials may experience martensitic transformation during rapid cooling after welding. It is well known that volume expansion due to the phase transformation could influence on the relaxation of welding residual stress. To apply this effect practically, it is a prerequisite to establish a numerical model which is able to estimate the effect of phase transformation on residual stress relaxation quantitatively. For this purpose, the analysis is carried out in two regions. i.e., heating and cooling, because the variation of material properties following a phase transformation in cooling is different in comparison with the case in heating, even at the same temperature. The variation of material properties following phase transformation is considered by the adjustment of specific heat and thermal expansion coefficient, and the distribution of residual stress in analysis is compared with that of experiment by previous study. consequently, in this study, simplified numerical procedures considering phase transformation, which based on a commercial finite element package was established through comparing with the experimental data of residual stress distribution by other researcher. To consider the phase transformation effect on residual stress relaxation, the transition of mechanical and thermal property such as thermal expansion coefficient and specific heat capacity was found by try and error method in this analysis.

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용접 잔류응력 완화에 미치는 변태 온도의 영향에 관한 수치적 모델링 (Numerical Modeling of the Transformation Temperature Effect on the Relaxation of Welding Residual Stress)

  • 장경복;강성수
    • 대한기계학회논문집A
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    • 제24권10호
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    • pp.2552-2559
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    • 2000
  • Most of ferrous b.c.c weld materials have martensitic transformation during rapid cooling after welding. It is well known that volume expansion due to the phase transformation could influence on the relaxation of welding residual stress. To apply this effect practically, it is necessary to establish a numerical model which is able to estimate the effect of phase transformation on residual stress relaxation quantitatively. For this purpose, the analysis is carried out in two regions, i.e., heating and cooling, because the variation of material properties following a phase transformation in cooling is different in comparison with the case in heating, even at the same temperature. The variation of material properties following phase transformation is considered by the adjustment of specific heat and thermal expansion coefficient, and the distribution of residual stress in analysis is compared with that of experiment by previous study. In this study, simplified numerical procedures considering phase transformation, which based on a commercial finite element package was established through comparing with the experimental data of residual stress distribution by other researcher. To consider the phase transformation effect on residual stress relaxation, the transition of mechanical and thermal property such as thermal expansion coefficient and specific heat capacity was found by try and error method in this analysis. In addition to, since the transformation temperature changes by the kind and control of alloying elements, the steel with many kinds of transformation temperature were selected and the effect of transformation on stress releasement was investigated by the numerical procedures considering phase transformation.

합성단면의 콘크리트 크리프 해석을 위한 이완계수법 (Stress Relaxation Coefficient Method for Concrete Creep Analysis of Composite Sections)

  • 연정흠;경태현;김다나
    • 콘크리트학회논문집
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    • 제23권1호
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    • pp.77-86
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    • 2011
  • 복합구조의 합성단면에서 콘크리트 크리프변형은 합성단면에 추가 변형을 발생시키며, 장기변형의 일부 구속에 의한 응력이완은 콘크리트단면에 도입된 선압축응력의 심각한 손실을 초래할 수 있다. 이 논문에서는 복잡한 합성단면의 콘크리트 크리프변형에 대해 공학적인 목적에서 단순 해석이 가능한 이완계수법을 유도하고, 이완계수법에 요구되는 응력이완계수 식을 제안하였다. 이완계수법은 크리프계수와 합성단면의 환산단면특성 및 하중특성을 매개변수로 사용하는 균등 크리프계수 단계별계산법(CC-SSM)과 같은 방법으로 유도되었다. 제안된 이완계수 식에 의한 응력이완계법의 오차는 CC-SSM으로부터 평가된 이완계수법의 평균 응력이완계수에 의한 오차보다 향상되었으며, 자유상태에서 크리프변형에 대한 제안식에 의한 이완계수법 반응의 평균오차율은 3보다 크지 않은 크리프계수에 대해 1.2%보다 작으며, 99% 신뢰도에서 최대 3.3%이었다. 제안된 응력이완계수 식은 크리프변형에 대한 합성단면의 내부구속 정도를 반영하며, 외부구속 효과를 분석하기 위한 전산구조해석에서 응력이완계수가 적용된 유효탄성계수는 합성단면의 요소에 대한 강성 계산에 효율적으로 적용될 수 있다.

폴리스티렌의 점탄성 계수에 관한 실험적 연구 (An Experimental study on the Viscoelastic Coefficient of Polystyrene)

  • 윤경환;유봉근
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 춘계학술대회논문집A
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    • pp.751-754
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    • 2000
  • Stress relaxation experiments were performed to obtain the material properties to be used in the linear viscoelastic study. Master curve of the modulus of polystyrene were obtained by using the time-temperature superposition principle. Because Shyu and Tobolsky's tensile relaxation modulus master curve or Polystyrene material showed very large difference, in-house data were required to calculate the residual stresses in injection-molded products more accurately. Our own experimental data showed that the master curve Shyu's data should be shifted about two orders in material time coordinate.

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Solvent Effect on Stress Relaxation of PET Filament Fibers and Self Diffusion of Crystallites

  • Nam Jeong Kim;Eung Ryul Kim;Sang Joon Hahn
    • Bulletin of the Korean Chemical Society
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    • 제12권5호
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    • pp.468-473
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    • 1991
  • Viscoelastic properties of PET filament fibers on stress relaxation were investigated in the solvents of $H_2$O, 0.05% NaOH and 50% DMF using an Instron (UTM4-100 Tensilon) with solvent chamber. The theoretical stress relaxation equation derived by applying the Ree-Eyring's hyperbolic sine law to dashpot of three element non-Newtonian model was applied to the experimental stress relaxation curves, and the model parameters $G_1,G_2$, ${\alpha}$ and ${\beta}$ were obtained. By analyzing temperature dependency of the relaxation time, the values of activation entropy, activation enthalpy and activation free energy for flow in PET filament fiber were evaluated, the activation free energy being about 25.7 kcal/mol. The self diffusion coefficient and hole distance were obtained from parameters ${\alpha}$, ${\beta}$ and crystallite size in order to study the self diffusion and the orientation of crystallites in amorphous region and the effect of solvent.

신발 밑창용 고무 블렌드물의 마찰 및 내마모 특성에 대한 연구 (A Study on the Friction and Anti-abrasion Properties of Rubber Blends for Shoes Outsole)

  • 표경덕;박차철
    • Elastomers and Composites
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    • 제46권4호
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    • pp.324-328
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    • 2011
  • 신발 밑창용 CIIR에 BR, SBR 및 NBR을 다양한 조성으로 혼합하여 블렌드물의 내마모성과 마찰계수에 미치는 영향을 고찰하였다. CIIR이 BR에 블렌딩됨에 따라 CIIR이 BR의 결정 형성을 방해하며, 이것이 BR/CIIR 블렌드물의 내마모성을 급격히 감소하는 요인 중의 하나로 작용하는 것으로 이해된다. BR/CIIR 블렌드물에서 BR의 함량이 증가함에 따라 $tan{\delta}$ 피크 면적이 저하하였으며, 블렌드물의 마찰계수도 유사하게 저하하는 경향을 나타내었다. CIIR에 BR을 첨가함에 따라 블렌드물의 응력완화율 및 반발탄성이 감소하였으며, 블렌드물의 반발탄성에 영향을 미치는 것으로 추정된다.

자유냉각된 폴리카보네이트 평판에서의 열에 의한 복굴절 (Thermally-Induced Birefringence in Freely Quenched Plates of Polycarbonate)

  • 이호상
    • 소성∙가공
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    • 제16권3호
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    • pp.193-200
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    • 2007
  • Simulations of the thermally-induced residual stresses and birefringence in freely quenched plates of polycarbonate were performed by using the linear viscoelastic and photoviscoelastic constitutive equations for the mechanical and optical properties, respectively, and the first order rate equation for volume relaxation. The predictions for the birefringence showed good agreement with experimental measurements. However, for initial temperature close to the glass transition temperature, some differences existed around the surface layer. Based on the simulation, the influences of various cooling conditions on the residual stress and birefringence in plates were investigated. The residual stress and birefringence increased with increasing initial temperature, decreasing coolant temperature and increasing heat transfer coefficient of coolants.

볼트의 크기 및 판두께의 차이에 따른 고장력볼트 이음부의 역학적 거동에 관한 연구 (Mechanical Behavior of High-tension Bolted Joints with Varying Bolt Size and Plate Thickness)

  • 이승용;최준혁;김성훈;박철우
    • 대한토목학회논문집
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    • 제26권1A호
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    • pp.67-74
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    • 2006
  • 장대교량 건설의 증가와 강교량의 합리화 추세에 따라 최근 후판 강재의 사용이 늘어가고 있다. 후판 부재의 현장이음에서는 M30 고장력볼트와 같은 대형볼트의 사용이 불가피하나 현재 국내 시방기준에는 대형볼트의 사용에 대한 규정이 없는 실정이다. 따라서 본 연구에서는 대형볼트인 M30 고장력볼트의 사용성을 검토할 목적으로 볼트의 크기와 부재의 판두께를 변수로 하여 릴렉세이션과 미끄러짐 거동을 시험적으로 분석하였다. 또한, 유한요소해석을 통하여 판두께의 차이에 따른 내부압축응력을 분석하였으며, 이를 볼트축과 볼트구멍 내벽에 부착한 변형률게이지로부터 얻어진 응력분포와 비교하였다. 그 결과 M30 고장력볼트를 사용한 경우에도 릴렉세이션은 10%를 초과하지 않았으며, 미끄러짐 계수도 시방기준을 초과하는 충분한 내력을 확보하는 것으로 나타나 사용상에 문제가 없는 것으로 판단된다.

열간압연강에서 형성된 산화물 스케일의 잔류 응력 수치 분석을 위한 준해석적 방법 개발 (A Semi-analytical Approach for Numerical Analysis of Residual Stress in Oxide Scale Grown on Hot-rolled Steels)

  • 전융제;윤지강;이재민;김선호;김영천;남승훈;노우람
    • 소성∙가공
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    • 제33권3호
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    • pp.200-207
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    • 2024
  • In this study, we developed a semi-analytical approach for the numerical analysis of residual stress in oxide scales formed on hot-rolled steels. The oxide scale, formed during the hot rolling process, experiences complex interactions due to thermal and mechanical influences, significantly affecting the material's integrity and performance. Our research focuses on integrating various stress components such as thermal stress, growth stress, and creep behavior to predict the residual stress within the oxide layer. The semi-analytical method combines analytical expressions for each stress component with numerical integration to account for their cumulative effects. Validation through instrumented indentation tests confirms the reliability of our model, which considers thermal expansion coefficient (CTE) differences, scale growth, and creep-induced stress relaxation. Our findings indicate that thermal stress resulting from CTE differences significantly impacts the overall residual stress, with growth stress contributing a compressive component during cooling, and creep behavior playing a minor role in stress relaxation. This comprehensive approach enhances the accuracy of residual stress prediction, facilitating the optimization of material design and processing conditions for hot-rolled steel products.

고층건물 콘크리트 슬래브의 건조수축응력 해석에서 철근의 구속효과 (The Effect of Internal Restraint of Rebar in Shrinkage Stress Analysis of Concrete Slab in Multistory Building)

  • 김한수;김재건
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.496-499
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    • 2006
  • In this study, a practical method of shrinkage stress analysis on concrete slab in multi-story building is proposed, which considers both internal restraint and external restraint variation resulting from construction sequence. The shrinkage stress due to external restraint is obtained by multiplying relaxation coefficient to elastic shrinkage stress. The additional shrinkage stress due to internal restraint is obtained by residual strain of the elastic analysis. A verification example was analyzed and compared by the proposed method and commercial analysis program that is capable of time-dependent analysis of concrete. The results of 10-story example building show that the internal restraint of reinforcement increases the shrinkage stress considerably at the slabs under loose external restraint.

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