• Title/Summary/Keyword: Creep Deformation

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Study on the mechanical properties and rheological model of an anchored rock mass under creep-fatigue loading

  • Song, Yang;Li, Yong qi
    • Geomechanics and Engineering
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    • 제23권6호
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    • pp.535-546
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    • 2020
  • The stress environment of deep rock masses is complex. Under the action of earthquakes or blasting, the strength and stability of anchored rock masses in fracture zones or faults are affected. To explore the variation in anchored rock masses under creep-fatigue loading, shear creep comparative testing of anchored marble specimens with or without fatigue loading is performed. Considering the damage variable of rock under fatigue loading, a rheological model is established to characterize the whole shear creep process of anchored rock masses under creep-fatigue loading. The results show that (1) the overall deformation of marble under creep-fatigue loading is larger than that under only shear creep loading, and the average deformation is increased by 18.3%. (2) By comparing the creep curves with and without fatigue loading, the two curves basically coincide when the first level stress is applied, and the two curves are stable with the increase in stress level. The results show that the strain difference among the specimens increases gradually in the steady-state stage and reaches the maximum at the fourth level. (3) The shear creep is described by considering the creep mechanical properties of anchored rock masses under fatigue loading. The accuracy of this creep-fatigue model is verified by laboratory tests, and the applicability of the model is illustrated by the fitting parameter R2. The proposed model provides a theoretical basis for the study of anchored rock masses under low-frequency earthquakes or blasting and new methods for the stability and reinforcement of rock masses.

알루미늄 고용체 합금의 고온변형 거동에 관한 연구 (A Study on the High Temperature Deformation Behavior of a Solid Solution Aluminium Alloy)

  • 김호경
    • 대한기계학회논문집A
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    • 제21권2호
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    • pp.346-351
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    • 1997
  • The creep characteristics of an Al-5wt.% Ag alloy including the stress exponent, the activation energy for creep and the shape of the creep curve were investigated at a normalized shear stress extending from $ 10^{-5}{\;}to{\;}3{\times}10^{-4}$ and in the temperature range of 640-873 K, where silver is in solid solution. The experimental results shows that the stress exponent is 4.6, the activation energy is 141 kJ/mole, and the stacking fault energy is $180{\;}mJ/m^2$, suggesting that the creep behavior of Al-5 wt.% Ag is similiar to that reported for pure aluminum, and that under the current experimental conditions, the alloy behaves as a class II(metal class). The above creep characteristics obtained for Al-5 wt.% Ag are discussed in the light of prediction regarding deformation mechanisms in solid solution alloys.

Evaluation of Creep-Fatigue Damage of KALIMER Reactor Internals Using the Elastic Analysis Method in RCC-MR

  • Koo, Gyeong-Hoi;Bong Yoo
    • Nuclear Engineering and Technology
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    • 제33권6호
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    • pp.566-584
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    • 2001
  • In this paper, the progressive deformation and the creep-fatigue damage for the conceptually designed reactor internals of KALIMER(Korea Advanced Liquid MEtal Reactor) are carried out by using the elastic analysis method in the RCC-MR code for normal operating conditions including the thermal load, seismic load (OBE) and dead weight. The maximum operating temperature of this reactor is 53$0^{\circ}C$ and the total service lifetime is 30 years. Thus, the time- dependent creep and stress-rupture effects become quite important in the structural design. The effects of the thermal induced membrane stress on the creep-fatigue damage are investigated with the risk of the elastic follow-up. To calculate the thermal stress, detailed thermal analyses considering conduction, convection and radiation heat transfer mechanisms are carried out with the ANSYS program. Using the results of the elastic analysis, the progressive deformation and creep-fatigue damages are calculated step by step using the RCC-MR in detail. This paper ill be a very useful guide for an actual application of the high temperature structural design of the nuclear power plant accounting for the time-dependent creep and stress-rupture effects.

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미소시험편을 이용한 고온 크리프 특성 평가법 개발 (Development of High Temperature Creep Properties Evaluation Method using Miniature Specimen)

  • 유효선;백승세;이송인;하정수
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 춘계학술대회논문집A
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    • pp.43-48
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    • 2000
  • In this study, a small punch creep(SP-Creep) test using miniaturized specimen$(10{\times}10{\times}0.5mm)$ has been described for the development of the newly semi-destructive creep test method for high temperature structural components such as headers and tubes of boiler turbine casino and rotor and reactor vessel. The SP-Creep testing technique has been applied to 2.25Cr-1Mo(STBA24) steel used widely as boiler tube material and the creep test temperature are varied at $550^{\circ}C{\sim}600^{\circ}C$. The overall deformations of SP-Creep curves are definitely depended with applied load and creep test temperature and show the creep behaviors of three steps like conventional uniaxial creep curves. The steady state creep rate${\delta}_{ss}$ of SP-Creep curve for miniaturized specimen increases with increasing creep temperature, but the exponential value with creep loading is decreased. The activation energy$(Q_{spc})$ during SP-Creep deformation with various test temperatures shows 605.7kJ/mol that is g.eater than 467.4kJ/mol reported in uniaxial creep test. This may be caused by the difference of stress states during creep deformation In two creep test. But from the experimental results, e.g. SP-Creep curve behaviors, the steady state creep rate${\delta}_{ss}$ with creep temperature, and the exponential value(n) with creep loading, it can be summarized that the SP-Creep test may be a useful test method to evaluate the creep properties of the heat resisting material.

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콘크리트 크리프 변형 예측을 위한 비선형 4-매개변수 모델의 제안 (The Suggestion of Nonlinear 4-Parameters Model for Predicting Creep Deformation of Concrete)

  • 이창수;김현겸
    • 대한토목학회논문집
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    • 제26권1A호
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    • pp.45-54
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    • 2006
  • 콘크리트 구조물의 실제적인 응력과 변형률의 관계를 알기 위해서는 크리프와 수축에 관한 구성방정식을 정량화하는 것이 필요하다. 본 연구는 콘크리트의 시간의존적인 변형 중에서 크리프 변형에 관한 현상학적인 문제를 수학적으로 전개하고 유변학적 접근방법을 사용하여 크리프에 관한 예측모델을 구성한다. 고전적인 4-매개변수 모델에 기초하여 각각의 변형성분을 조합하고, 적절한 크리프 변형을 얻어내기 위한 4개의 매개변수들을 재령영향과 겔 입자간의 연결을 제거하려는 미세프리스트레스의 영향을 고려하여 비선형 함수로 구성된 매개변수들을 전개하며 회복이 불가능한 점성변형에 대하여 습윤평형상태와 건조상태에서 모두 예측할 수 있는 유효점성계수를 유도한다. 본 연구에서 제안한 예측모델은 실험결과와 상관계수 99%이상의 우수한 결과를 제공하고 있다.

유동화 콘크리트의 건조수축 및 크리프 변형특성에 관한 연구 (A Study on the Properties of Shrinkage and Creep Deformation in Superplasticized Concrete)

  • 박승범;임창덕
    • 전산구조공학
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    • 제1권2호
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    • pp.131-142
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    • 1988
  • 유동화 콘크리트의 건조수축 및 크리프 특성을 검토하기 위하여 유동화제 2종류와 일반감수제 1종류를 사용하여 재하 하중조건(압축강도의 15% 및 30%)별, 양생조건별로 압축강도 및 건조수축을 측정하고 기건상태하의 크리프 및 크리프변형을 측정하여 유동화 콘크리트의 장기 변형특성을 검토하였다. 그 결과, 유동화 콘크리트는 보통 콘크리트에 비하여 재령 28일의 압축강도는 약 22% 증가하였고, 건조수축은 15% 감소하였으며, 크리프변형은 약 11% 감소하였고 28일간의 크리프회복은 보통 콘크리트에 비하여 작음을 알 수 있었다. 따라서 사용목적에 따른 적절한 유동화제의 선택과 적정량의 유동화제 사용은 건조수축 및 크리프변형에 효과적인 것으로 판단된다.

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A Study on the Creep Strength of L12 and B2-ordered Intermetallics

  • Han, Seung-Oh;Han, Chang-Suk
    • 대한금속재료학회지
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    • 제48권12호
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    • pp.1070-1077
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    • 2010
  • The creep rates of polycrystalline $L1_2$-ordered $Co_3Ti$ and B2-ordered NiAl-Hf intermetallics decrease appreciably with the fine precipitation of the coherent disordered fcc Co-rich phase and $Ni_2AlHf$ phase. With B2-ordered NiAl containing $L2_1-Ni_2AlHf$ precipitates, transmission electron microscope observations of the interaction between dislocations and spherical precipitates revealed that the dislocations tend to be strongly attracted to the particle interfaces during the creep deformation. On the other hand, with $L1_2$-ordered $Co_3Ti$, the significance of the threshold stress is discussed based upon the transmission electron microscope observations of the interaction between dislocations and precipitates. The superdislocations produced during deformation tend to be strongly attracted and dissociated as they meet the coherent disordered precipitates because the anti-phase boundary energy in the disordered phase was zero. An extra force required to pull the dislocations out of the disordered particles during the creep deformation establishes the threshold stress which is beneficial for improving creep strength under lower stresses.

Creep damage and life assessment of thick cylindrical pressure vessels with variable thickness made of 304L austenitic stainless steel

  • Kashkoli, Mosayeb Davoudi;Tahan, Khosro Naderan;Nejad, Mohammad Zamani
    • Steel and Composite Structures
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    • 제32권6호
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    • pp.701-715
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    • 2019
  • Using first-order shear deformation theory (FSDT), a semi-analytical solution is employed to analyze creep damage and remaining life assessment of 304L austenitic stainless steel thick (304L ASS) cylindrical pressure vessels with variable thickness subjected to the temperature gradient and internal non-uniform pressure. Damages are obtained in thick cylinder using Robinson's linear life fraction damage rule, and time to rupture and remaining life assessment is determined by Larson-Miller Parameter (LMP). The thermo-elastic creep response of the material is described by Norton's law. The novelty of the present work is that it seeks to investigate creep damage and life assessment of the vessels with variable thickness made of 304L ASS using LMP based on first-order shear deformation theory. A numerical solution using finite element method (FEM) is also presented and good agreement is found. It is shown that temperature gradient and non-uniform pressure have significant influences on the creep damages and remaining life of the vessel.

수학적 개념 해를 적용한 미고결 암석의 Creep거동 해석 (Creep Behavior of Unconsolidated Rock with Mathematical Concept Solution)

  • 장명환
    • 터널과지하공간
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    • 제28권1호
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    • pp.25-37
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    • 2018
  • 미고결 암석에 대한 Creep 특성을 분석하고자 Burger 모델을 이용하였다. Burger 모델은 자료쌍 D(u,t)으로부터 4개의 역학적 매개변수를 결정 하여야 한다. 본 연구에서는 수학적 개념 해를 적용하여 매개변수를 결정 하였다. 미고결 암석에 대한 Burger 모델의 결정된 매개변수를 이용하여 Creep을 3년간 가속시켰다. 그 결과 Creep 거동은 수렴이 되지 않고 지속적인 변형거동을 보였다. 따라서 본 광산에서는 Roofbolt 보다 U-Beam 적용이 안정성 측면에서 더 적합 할 것으로 분석 되었다.

웹기반 크리프 물성 데이터베이스 개발 (Development of Web-based Creep Property Database)

  • 허용학;백운봉;이완규;박휘립;정인현
    • 한국안전학회지
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    • 제17권4호
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    • pp.19-24
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    • 2002
  • User-friendly-web-based database system for searching creep property data was developed. This system includes about 38000 creep data for 270 different materials including low carbon steel, stainless steel and alloy steel. Data on creep rupture, creep deformation, creep crack growth and creeping materials can be searched through this system. Retrieved data is displayed in numeric form and also presented in graphical form for visualizing the data. Furthermore, the creep rupture data is designed to be fitted to a regression equation of logarithmic stress using time-temperature parameter(TTP). The degree of the regression equation, orthogonal polynomials, was determined using analysis of variance.