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effective modulus in Chinese

Pronunciation:
How to pronounce "effective modulus""effective modulus" in a sentence

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  • 有效模量

Examples

  • Prediction of the effective modulus for fiber reinforced composite
    纖維增強(qiáng)復(fù)合材料的有效模量預(yù)測
  • Effective moduli of composites based on confocal ellipsoid model
    基于共焦點(diǎn)橢球構(gòu)型的復(fù)合材料有效性質(zhì)預(yù)測
  • Effective modulus of composite materials with doubly periodic rigid line inclusions of unequal length subject to antiplane shear
    含雙周期不等長剛性線材料有效反平面剪切模量研究
  • The relation between poroelastic modulus and effective modulus of rock under dry and fluid - saturated conditions was discussed in this paper
    論述了在干燥和飽和兩種情況下，巖石的有效體積模量于孔隙彈性模量的關(guān)系。
  • Finally , the mori - tanaka estimate is used to evaluate the effective moduli of polygon - shaped fibers composites having slightly weakened interface
    最后，采用mori - tanaka理論計(jì)算非完美界面條件下纖維增強(qiáng)復(fù)合材料的有效模量，其中纖維的橫截面為凸多邊形。
  • The creep data of frp jacket were obtained in the test . 3 . the analytical studies were carried out using the age - adjusted effective modulus method for creep of concrete , combined with the findley ’ s power law
    3 .采用齡期調(diào)整有效模量法( aemm )計(jì)算混凝土徐變,結(jié)合findley模型計(jì)算frp徐變,建立了損傷加固柱的徐變計(jì)算模型。
  • By laplace transforming the governing equation of the problem of unidirectional fiber reinforced composite materials , the formulae for predicting the viscoelastic relaxation moduli in laplace transformed domain are obtained . according to correspondence principle of viscoellastic mechanics and elastic , mechanics , the results of effective moduli for several s are obtained by using the finite element method of the homogenization . then effective relaxation moduli should be curve - fitted , according to the viscoelastic relaxation modulus formulae of many viscoelastic materials
    首先對單向纖維增強(qiáng)復(fù)合材料粘彈性問題的控制方程進(jìn)行l(wèi)aplace變換，在像空間s中利用均勻化理論建立宏觀松弛模量的laplace變換泛函形式，根據(jù)粘彈性-彈性對應(yīng)原理，用均勻化問題的有限元方法預(yù)報(bào)單向纖維增強(qiáng)復(fù)合材料在相空間中多個(gè)離散點(diǎn)的本構(gòu)關(guān)系，然后根據(jù)典型粘彈性材料的松弛模量具有的函數(shù)形式進(jìn)行曲線擬合，再通過對擬合出的函數(shù)進(jìn)行l(wèi)aplace逆變換，從而再回到時(shí)間t域，就得到了單向纖維增強(qiáng)復(fù)合材料的松弛模量。
  • Using the time dependent finite element method of age - adjusted effective modulus , the author calculates the deflection which is induced by shrinkage and creep in a continuous rigid frame bridge of urban rail transit , and further compares with the site test result , the conclusion is very meaningful
    摘要采用按齡期調(diào)整有效模量的時(shí)變分析有限元法，對城市軌道交通預(yù)應(yīng)力混凝土連續(xù)剛構(gòu)橋的收縮徐變變形進(jìn)行了理論計(jì)算，并與實(shí)測結(jié)果進(jìn)行了對比分析，結(jié)果表明理論計(jì)算是可信的。
  • Abstract : this paper studies several main codes of prestressed concrete in the world and analyses their methods to calculate the long - term stress losses . all these methods are divided into two groups . the author introduces the theory of the first group ? ? “ the age - adjusted effective modulus method ( aemm ) ” and analyses how to determine the modulus used in these methods . then , as example , two prestressed concrete beams are calculated to compare the result of different methods . at last , some recommendations for the calculation of long - term stress losses are given to improve the present code of our country
    文摘:定性分析了國內(nèi)外幾本主要規(guī)范、規(guī)程和建議中關(guān)于預(yù)應(yīng)力長期損失的計(jì)算方法，將其分為兩類，推導(dǎo)了第一類方法的理論基礎(chǔ)? ?齡期調(diào)整的有效模量法，詳細(xì)分析了第一類計(jì)算方法中各系數(shù)的取值，并以兩根預(yù)應(yīng)力混凝土梁為例對各方法的計(jì)算結(jié)果進(jìn)行了定量分析，最后對我國預(yù)應(yīng)力長期損失計(jì)算方法提出了改進(jìn)建議。
  • This paper studies several main codes of prestressed concrete in the world and analyses their methods to calculate the long - term stress losses . all these methods are divided into two groups . the author introduces the theory of the first group ? ? “ the age - adjusted effective modulus method ( aemm ) ” and analyses how to determine the modulus used in these methods . then , as example , two prestressed concrete beams are calculated to compare the result of different methods . at last , some recommendations for the calculation of long - term stress losses are given to improve the present code of our country
    定性分析了國內(nèi)外幾本主要規(guī)范、規(guī)程和建議中關(guān)于預(yù)應(yīng)力長期損失的計(jì)算方法，將其分為兩類，推導(dǎo)了第一類方法的理論基礎(chǔ)? ?齡期調(diào)整的有效模量法，詳細(xì)分析了第一類計(jì)算方法中各系數(shù)的取值，并以兩根預(yù)應(yīng)力混凝土梁為例對各方法的計(jì)算結(jié)果進(jìn)行了定量分析，最后對我國預(yù)應(yīng)力長期損失計(jì)算方法提出了改進(jìn)建議。
  • More examples：  1  2
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