normal modulus 中文意思是什麼

normal modulus 解釋
法向模數
  • normal : adj 1 正常的,平常的,普通的;平均的。2 正規的,標準的,額定的,規定的。3 智力正常的,精神健全的...
  • modulus : n. (pl. -li ) 【數、物】模數,模量;系數。 a modulus of elasticity 彈性模量。
  1. This paper establishes a model simulating dam actual placing process and considering the non - continuity of initial temperature on the boundary of new and old concrete, daily air temperature change, concrete - placing temperature, hydration heat, heat insulation on boundary, water - storing process, placing intermission and curing with water. the calculation of stress field considers the concrete weight, static water pressure, thermal stress, different autogenous volume change between rcc and normal concrete, change of elastic modulus of concrete with age and creep action

    考慮了乞今最為全面的初始條件和邊界條件,包括模擬壩體的實際升程過程,考慮了新老混凝土接觸面上的初始溫度不連續,逐日的氣溫變化,混凝土的入倉溫度,水化熱溫升,邊界保溫,水庫蓄水過程,澆築間歇以及灑水養生等因素;應力場的計算考慮了混凝土的自重,靜水壓力,溫度應力,常態混凝土與碾壓混凝土不同的自生體積變形,混凝土的彈性模量隨齡期的變化以及徐變的作用。
  2. With the different loading ratio of parallel to axis and normal to axis direction, damage defects will occur bulking problem. by varying the degree of material anisotropy relative to the loading axis such as poisson ' s ratio and shear modulus, crack growth bulking strain value parallel to or normal to the loading axis is different. the parameters controlling the growth or arrest of the delamination damage are identified as the geometry and the depth of defects and radius of cylindrical etc. at last, it was investigated that the delamination damage is often induced by the tip of matrix damage under higher stress

    研究結果表明:殼體筒段受軸向拉伸和內壓載荷作用時,軸向和環向載荷的比率不同,母層和子層可能發生拉伸屈曲,也可能發生收縮屈曲,或者同時發生拉伸和壓縮屈曲;母層與子層各向異性存在差異,即泊松比與剪切模量不匹配時,將使子層板的邊界上承受壓縮和剪切作用,當分層達到臨界狀態則發生屈曲,當母層與子層的各向異性差異越大,則發生分層屈曲的可能性越大;分層損傷的屈曲應變值與子層自身的彈性模量、分層子層的形狀、厚度以及圓柱半徑等因素有關。
  3. The elas tic modulus, ascending segment of stress - strain relation of normal concrete, two kinds of concrete containing respectively grade fly ash and grade fly ash from huaneng fuzhou power plant is tested. the analysis results show that the relation between elast ic modulus and axes compressive strength of fly ash concrete is the same as normal concrete

    本文試驗研究了普通混凝土、不同品質粉煤灰混凝土的彈性模量、應力應變上升段及其他力學性能。結果表明:粉煤灰混凝土與普通混凝土的彈性模量隨軸心抗壓強度的變化是一致的;強度達到一定的等級后,相近強度等級的粉煤灰混凝土和普通混凝土,前者的彈性模量超過後者的彈性模量。
  4. It us possible to raise the modulus of normal low modulus sodium silicate by adding some quantity of amorphous silicon dioxide ( white carbon black ), however the author ' s investigation showed that the quality of the hi - modulus sodium silicate obtained such way is not ideal for casting production

    一般低模數的水玻璃可以通過在其中加入一定量的無定形二氧化硅來提高模數,但研究表明,用這種方法調得的高模數水玻璃質量並不十分理想,在使用上存在很大問題。
  5. Next, the author construct the two - stage confidece intervals for the parameters of the more general location and scale family. further, the author discuss the correspondent problem in normal linear models, design bonferroni, scheffe and the maximum modulus t. two - stage confidence intervals respectively

    接著,作者構造了更一般的位置刻度族中位置參數與刻度參數的兩步區間估計,進一步,作者討論了正態線性模型中回歸系數的相應問題,分別設計了bonferroni , scheffe和最大模t _兩步區間估計。
  6. In this dissertation, on the basis of the existing work, the longitudinal vibration theory and the relevant properties of pile with defects and variation modulus in layered soils is studied, in which viscosity of pile material is considered and surrounding soils are simulated respectively with normal voigt model, normal maxwell model, general voigt model and general maxwell model

    在總結前人研究成果的基礎上,本文將樁側土分別簡化為標準voigt模型、標準maxwell模型、廣義voigt模型、廣義maxwell模型,並考慮樁自身材料阻尼,對成層土中變阻抗樁的縱向振動理論及其特性進行了研究。
  7. The results showed that the stress - strain realtionship of pt could be expressed with exponential functions, and there were significant differeces between the normal group and the immobilized group in their theoretical curves of stress - strain relationship and two material constants of pt. also, significant differences were found in tensile strength and tangent modulus between the two groups, but the maximum load of pt in the immobilized group did not decrease significantly

    結果顯示:正常組與制動組間髕韌帶的應力-應變關系理論曲線有明顯不同,其材料常數亦有顯著差異;制動組髕韌帶的極限強度和彈性模量較正常組均有明顯下降,其極限載荷下降不明顯。
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