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effective elastic modulus中文什么意思

發(fā)音:   用"effective elastic modulus"造句
  • 有效彈性模量
  • effective:    adj. 1.有效(力)的，靈驗的；顯眼的，〔美國〕生效 ...
  • elastic:    adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
  • modulus:    n. (pl. -li ) 【數(shù)、物】模數(shù)，模量；系數(shù)。 ...
  • elastic modulus:    本構(gòu)模型談彈性模量; 彈性計量單位; 彈性模數(shù), 彈性系數(shù); 彈性模數(shù)，彈性系數(shù); 彈性系數(shù),彈性模數(shù); 地基應(yīng)力和變形談彈性模量
  • effective modulus:    有效模量
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例句與用法

  1. A simple method to estimate the effective elastic moduli of cracked rock
    裂隙巖體有效彈性模量估計的一種方法
  2. Modified method for the prediction of effective elastic modulus of composite materials
    復合材料等效彈性模量預(yù)測方法的改進
  3. Furthermore , the fiber volume fraction of each inclined and horizontal unidirectional " lamina was assumed to be the same as that of the composites . three - dimensional stress - strain analysis was applied to each unidirectional lamina that was assumed to be transversely isotropical under on - axis coordinate system . carrying out the integration and averaging of stiffness yielded the effective elastic moduli of 3 - d braided structural composites
    采用三維應(yīng)力?應(yīng)變分析，在單胞的長度方向積分和平均，在給定的應(yīng)變邊界條件下，采用剛度體積平均的方法，預(yù)測三維編織結(jié)構(gòu)復合材料的有效彈性模量；在空間多向應(yīng)力的基礎(chǔ)上，通過對三維編織結(jié)構(gòu)復合材料破壞機理的探討，摘要提出了適用于三維編織復合材料細觀強度失效準則，預(yù)測三維編織結(jié)構(gòu)復合材料的強度性能。
  4. Concrete elastic modulus and concrete creep and shrinkage variety at different time are reckoned in by using time increment analysis method and concrete creep and shrinkage secondary force is calculated by using effective elastic modulus . bridge stability analysis program is developed on the base of structure matrix displacement method , the program adopts visual basic language , has friendly interface and visual data input windows . the buckling safety factor of currently finished structure is given as result
    為計入混凝土彈性模量的變化及混凝土徐變收縮隨混凝土的齡期與外荷載加載時間不同而變化的影響，采用時間增量法對每個計算階段根據(jù)其階段內(nèi)時步數(shù)進行循環(huán)，以計算時段內(nèi)彈性應(yīng)力、應(yīng)變增量和徐變、收縮產(chǎn)生的應(yīng)力應(yīng)變增量，利用有效彈性模量法計算混凝土徐變收縮次內(nèi)力，在此基礎(chǔ)上，結(jié)合結(jié)構(gòu)矩陣位移法的基本理論編制開發(fā)了計入混凝土時效效應(yīng)的高墩大跨徑橋梁穩(wěn)定分析程序。

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