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      modulus     
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  模量
     The Solution of Elasticity Theory with Different Modulus in Tension and Compression and Settlement Calculation of Piles
     拉压模量不同弹性理论解及桩基沉降计算
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     Experiment and Application Studies on Dynamic Shear Modulus and Damping of Geotechnical Media
     岩土动剪切模量阻尼试验及应用研究
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     Generalized Tangent Modulus Theory and Its Applications
     广义切线模量理论及其应用
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     Biocompatibility of Activated Low Modulus Ti-29Nb-13Ta-4.6Zr and Ti-Nb-Zr-Sn Alloy
     活化低模量T-i-29Nb-13Ta-4.6Zr和Ti-Nb-Zr-Sn系合金的生物相容性
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     A PHENOLIC RESIN WITH HIGHER CARBON CONTENT AND LOWER MODULUS
     高碳含量低模量的酚醛树脂
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     Constant Modulus Algorithms and the Applications in Blind Beamforming
     恒算法及其在盲波束形成中的应用
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     Study on the Formation Mechanism and Preparation Technology of High Strength High Modulus Uhmwpe Fiber
     高强高聚乙烯纤维成形机理与工艺研究
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     Study on Structure and Properties of High Strength and High Modulus Poly (Vinyl Alcohol) Fiber Prepared by Melt Spinning
     熔法纺高强高聚乙烯醇纤维结构与性能的研究
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     Continuity Modulus of Fractional Order and Absolute Convergence of Fourier Series
     分数阶连续与Fourier级数的绝对收敛
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     Dynamic Photoelastic Test with Low Modulus Materials Using High Speed Photography
     用高速摄影法进行低弹材料的动态光弹性试验
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  模数
     The erosion modulus of this plot is 121.44 t/(km~2·a),which accounts for 15.7%,31.8% of that of bare land and crop plot.
     全年侵蚀模数为121.44 t/(km2.a),仅为裸地的15.7%,为农耕地的31.8%。
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     From the result,the land use of watershed becomes more reasonable,the ecology balance tends to harmonious,the proportion of agriculture-forestry-stock is adjusted from 23.32∶74.20∶2.48 to 24.23∶67.67∶8.1,the soil erosion modulus in a year falls from the original 1823t/km~2 to 1628.4t/km~2.
     小流域经治理规划后土地利用趋于合理,生态平衡趋于协调,农、林、牧3业用地比例由原23.32∶74.20∶2.48调整为24.23∶67.67∶8.1,流域年土壤侵蚀模数由原1823 t/km2降为1628.4 t/km2。
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     The Weibull Modulus of the fracture toughness was 46.93 and 15.00, respectively.
     Weibull 模数分别是46.93和15.00。
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     annual modulus of muddy water is 0.2%~8.4%;
     年浑水模数0.2%~8.4%;
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     erosion modulus on forest land, with slope of 35 degree and vegetation cover of 70%, also adopting engineering preparation of land, was 2000~ 5000 t/km~(2), erosion was reduced by 85% ~ 95% .
     坡度35°、被覆度70%的林地,加上工程整地措施,侵蚀模数为2000~5000t/km~2,减少侵蚀85%~95%;
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  弹性模量
     Studies on Elastic Modulus, Internal-friction and Processing of 6066Al/SiC_p Composites
     6066Al/SiC_p复合材料弹性模量、内耗及加工制备的研究
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     Process Optimization and Numerical Simulation of Elastic Modulus for SiCp/6066Al Matrix Composites
     SiCp/6066Al铝基复合材料工艺优化及弹性模量的数值模拟
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     FORMULAE FOR MEASURING INTERNAL FRICTION AND MODULUS BY MARX METHOD
     用Marx法精确测量内耗和弹性模量时的计算公式
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     Preliminary Research for Measuring the Displacement and Elastic Modulus by Using the Laser Speckle Method in Structural Model Test of Brittle Materials
     在脆性材料结构模型试验中用激光散斑法量测位移和弹性模量的初步研究
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     An Experimental Study on Modulus of Elasticity of Human Patella
     人体髌骨弹性模量的试验研究
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  modulus
With modulus m → 1 or m → 0, these solutions degenerate into corresponding solitary wave solutions, shock wave solutions and trigonometric function solutions.
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Moreover, the order of approximation is described with the 2th continuous modulus.
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The storage modulus decreases with increasing temperature and MC, and glass transition temperature decreases with increasing MC.
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Measurement of the dynamic modulus of elasticity of wood panels
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This study investigated the dynamic modulus of elasticity (DMOE) of wood panels of Fraxinus mandshurica, Pinus koraiensis, and Juglans mandshurica using the natural frequency measurement system of fast Fourier transform (FFT).
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         Fineness modulus (F. M.) has served as an index of fineness of aggregates since it was first introduced by Prof. Duff A. Abrams in 1918. In the concrete mix design, the F. M. of sand governs the sand content and hence the proportions of other ingredients. But there are undesirable features in F. M.: it does not represent the grading of sand and manifests no significant physical concept.Prof. suggested an "average diameter" (d_(cp)) in 1943 as a measure of fineness of sand. In 1944, d_(cp) was adopted ...
            細度模數用為砂的粗細程度的指標,已有三十餘年的歷史;尤其是在混凝土的配合上,砂的細度模數如有變化,含砂率和加水量也要加以相應的調整,才能維持混凝土的稠度(以陷度代表)不變。但是細度模數有兩大缺點,一個是模數的物理意義不明,另一個是模數不能表示出砂的級配來。蘇聯斯克拉姆塔耶夫教授於1943年提出砂的平均粒徑(d_(cp))來,以為砂的細度指標;雖然平均粒徑仍不包含級配的意義,但是有了比較明確的物理意義,並且可以用毫米來度量,這是一種新的發展。不過砂的細度問題還不能由平均粒徑而得到解决,且平均粒徑計算式中的五項,僅首三項有效,1.2和2.5毫米以上的兩級粗砂在計算式中不生作用,以致影響了它的實用效果。本文對於平均粒徑計算式的創立方法加以追尋和推演,發現其基本假設及物理意義,又設例演算,以考察其變化的規律性;認為細度模數還有其一定的實用價值,不能為平均粒徑所代替。至於補救細度模數缺點的方法,本文試由模數本身中去尋找;將模數的計算式加以理論上的補充後,不但能分析出模數的物理意義,並且還發現模數有細度和粗度之別。根據累計篩餘計算出來的F.M.應稱為“粗度模數”,根據通過量計算出來的才是“細度模數”。假定兩隣篩间的顆粒是...
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         The softening point and Young's modulus of polymethylmethacrylate at low temperature with various contents of dibutyl phthalate have been measured by using a consistometer and a dilatometer respectively. The relationship between the molar con- centration of dibutyl phthalate, N, and the softening point, T, can be expressed by the equation T=112-947N. An explanation for the difference between the coefficient 947 and the value 228-232, previously obtained by Zhurkov, is suggested. The addition of 1% or...
            測定了不同苯二酸二丁酯含量的聚甲基丙烯酸甲酯的軟化温度、二級轉變温度和低温彈性模數,得出苯二酸二丁酯含量和軟化温度的關係式:T=112-947N。並從低温彈性模數說明添加苯二酸二丁酯後改進了聚甲基丙烯酸甲酯的低温度衝擊強度。
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         An investigation of the rheological relationships between shear stress shear rate apparent bulk viscosity temperature was carried out by examining the viscous flow of slightly milled native Hevea rubber (i) The Eisenschitz's equation for non-Newtonian flow has been verified by the experiments on the dependence of shear rate on shear stress. By this equation, the apparent viscosity can be referred to the Newtonian viscosity η_0 (at σ=0). The parameter (G_i=3.30×10~5 dynes/cm~2), interpreted as an internal...
            1.本實驗採用了Hoeppler平行板塑性計,按照定應力壓縮形變法的理論,在中温時對國產天然橡膠的本體粘性流動進行了流變學研究。 2.在30-90°與250-1500克/厘米~2的荷重範圍內,測定了貌似本體粘度η_a,內切模數G_i與貌似活化能ΔE_η。所測得的G_i=3.30×10~5達因/厘米~2與ΔE_η=12.7千卡/克分子,在一定温度範圍(50-90°)內爲不依賴於温度的常數。對所測天然橡膠估計所得的粘流鰱段長約30個碳原子。 3.從粘性流動的切變速率dγ/dt依賴於切應力σ的關係中,獲得了Eisenschitz早已衍導出的,但迄未在高聚物的本體粘性流動中獲得例證时非牛頓流動流公式。該式復以Saunder及Treloar的數據重加處理而證實之。 4.從切變速率對貌似本體粘度的影響上,檢驗了Debye-Bueche的理論式。現改用單位體積內彈性鍵段計算推遲時間,τ_1=2.84η_0·[J_e]∞,其中穩態彈性柔數[J_e]∞。係由彈性同復實驗測得。經如此處理後,該式在較低切變速率時筒能與實驗結果相符。 5.若以Eisenschitz式與Debye-Bueche式相結合,則亦可計得內切模數G_i,並藉...
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