creep behaviour 中文意思是什麼

creep behaviour 解釋
蠕變行為
  • creep : CREEP ＝Committee for the Reelection of the President （美國）支持總統連任委員會。vi （crept; cre...
  • behaviour : n 1 行為，品行；舉止，態度，舉動，表現，行動。2 （生物的）習性；（機器等的）特性，性能，狀態；（...
  1. Geotextiles and geotextile - related products - determination of the tensile creep and creep rupture behaviour

    拉伸蠕變和拉伸蠕變斷裂性能的測定
  2. Geotextiles and geotextiles - related products - determination of tensile creep and creep rupture behaviour

    土工布及相關產品.拉伸蠕變和蠕變斷裂性能的測定
  3. Geotextiles and geotextile - related products - determination of tensile creep and creep rupture behaviour iso 13431 : 1999 ; german version en iso 13431 : 1999

    土工織物與土工織物相關產品.拉伸蠕變與蠕變斷裂性能
  4. Advanced technical ceramics - mechanical properties of ceramic composites at high temperature under inert atmosphere - determination of creep behaviour

    高技術陶瓷.在高溫惰性氣氛下陶瓷復合材料的機械特性.蠕變測定
  5. Geotextiles and geotextile - related products - determination of tensile creep and creep rupture behaviour

    土工織物及其相關產品.拉伸蠕變和蠕變破裂的測定
  6. Plastics - determination of creep behaviour - part 1 : tensile creep

    塑料製品.蠕變性能的測定.第1部分:抗拉蠕變
  7. Plastics - determination of creep behaviour - part 2 : flexural creep by three - point loading

    塑料.蠕變性能測定.第2部分:三點負荷下的撓曲蠕變
  8. Plastics - determination of creep behaviour - tensile creep

    塑料.蠕變的測定.拉伸蠕變
  9. Plastics - determination of creep behaviour - part 2 : flexural creep by three - point loading iso 899 - 2 : 2003 ; german version en iso 899 - 2 : 2003

    塑料.蠕變性能的測定.第2部分:三點負載時彎曲蠕變
  10. Plastics - determination of creep behaviour - flexural creep by three - point loading

    塑料.蠕變的測定.用三點加載法測定撓曲蠕變
  11. Plastics - determination of creep behaviour - part 1 : tensile creep iso 899 - 1 : 2003 ; german version en iso 899 - 1 : 2003

    塑料.蠕變性能的測定.第1部分:拉伸蠕變
  12. Advanced technical ceramics. mechanical properties of ceramic composites at high temperature under inert atmosphere. determination of creep behaviour

    高技術陶瓷.惰性大氣高溫下陶瓷復合材料的機械性能.蠕變性能的測定
  13. All concrete structures are exposed to volume changes caused by hydration reactions in the early age. if the volume changes are restrained, stresses is generated which will cause cracking when it overcomes the tensile strength. as the mechanical properties of early age concrete vary with time, especially the creep degree depends on the time elapsed and the time at loading, to calculate the stress of concrete structure is a complex nonlinear problem. the finite element method ( fem ) can take account of the evolution of the stiffness properties, the development of thermal strain, creep, shrinkage and so on. in this paper, a general approach for numerically simulating this type of behaviour is presented firstly. then, how to solve this problem is introduced by the general finite element software ansys using the initial stress method. finally, a detailed description of an example calculation that demonstrates the potential of the numerical simulation strategy follows

    早期混凝土由於水化反應都會產生體積變化.如果體積變形受到約束就會產生應力，一旦超過混凝土的抗拉強度就會產生裂縫.由於早期混凝土的力學性能是隨時間變化的，特別是徐變，它不僅與加載時間有關而且同時隨齡期而變化，因此計算早期混凝土結構應力是較為復雜的問題.有限單元法不僅可以考慮混凝土剛度的變化，而且可以考慮溫度、徐變、收縮等因素.本文利用初應力法對通用有限元軟體ansys進行了二次開發，通過工程實例計算了高層建築地下室側墻早期混凝土應力的變化過程，並提出了相應的抗裂措施
  14. Many factors are considered in the study of the nonlinear buckling bearing capacities of the representative concrete filled circular and square steel tube columns, these factors include the sectional form, the slenderness ratio, the steel ratio, and the eccentricity ratio. the comparison between the test and calculating results shows that they have a good agreement. in theoretical investigation of the time - dependent behaviour of cft specimens, based on the three - dimensional viscoelastic theory, this paper proposed the three - dimensional finite element model of creep of core concrete, in which a linear three parameters visoelastic model was adopted

    在對鋼管混凝土構件極限承載力的分析計算中，本文提出了核心混凝土的三維非線性應力?應變全量和增量本構關系模型，採用完全的拉格朗日表述來考慮與變形歷史有關的大變形問題，並對長細比、含鋼率和偏心率在較大范圍內變化的方、圓鋼管混凝土構件的非線性屈曲承載力分別進行了試驗和理論對比分析研究，結果表明二者符合較好。
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