bulk modulus造句
例句與造句
- Another basic quantity is the bulk modulus k .
另一個基本的量是體積模量K。 - Another basic quantity is the bulk modulus k
另一個基本的量是體積模量k 。 - Equation of state and bulk modulus for nacl crystal
氯化鈉晶體的狀態(tài)方程與體積彈性模量 - The bulk modulus depends on density
模量是要看密度的 - Test method for determination of isothermal secant and tangent bulk modulus
等溫正割和正切體積彈性模量測定方法 - It's difficult to find bulk modulus in a sentence. 用bulk modulus造句挺難的
- Average bulk modulus
平均體積彈性模數(shù) - Standard test method for determination of isothermal secant and tangent bulk modulus
測定等溫正割和正切體積彈性模量的標準試驗方法 - Figure 5 . shear and bulk modulus relation for sandstone and weakly cemented sands
圖5 .砂巖和弱膠結(jié)砂體中剪切模量和體變模量之間的關(guān)系。 - The derived dry bulk modulus must be positive and greater than 2 / 3 of shear modulus to insure a positive lame constant and poisson ' s ratio
提取的干燥體變模量必須為正，并且大于剪切模量的2 / 3 ，以保證拉梅常數(shù)和泊松比為正。 - But additioinal sensors are needed for effective control , and hydraulic fluild bulk modulus is constantly regarded as a time - invariable coast hypothetically in nonlinear control method
但在非線性控制中，為了進行有效的控制，經(jīng)常需要更多的傳感器，同時假設(shè)彈性模量為一個時不變參數(shù)。 - The mechanipal model for saturated soils with isolated holes has been discussed in a new more reasonable way and the stress - strain relations and bulk moduli for this kinds of soils have been supposed
為實際工作中選擇模式提供了理論依據(jù)。 ( 5 )重新分析了孔隙相互孤立型土體力學(xué)模型，使該模型的應(yīng)力-應(yīng)變關(guān)系更加合理。 - So it is impossible for enstatite to decompose to oxides between 50 to 140gpa . ( 5 ) the bulk modulus k0s and its first derivative of pressure k0s " were calculated from the experimental hugoniot data , by using eularian limit strain theory
3 ）根據(jù)本文頑火輝石hugoniot實驗數(shù)據(jù)（結(jié)合前人的實驗數(shù)據(jù)l用歐拉有限應(yīng)變理論計算得到的頑火輝石零壓炸彈性模量及其對壓力的一階導(dǎo)數(shù)為： k叮一266gpa ， k ； ，二4 - Considering that no phase transition of enstatite with perovslite structure were found during these static high pressure experiments , the consistence of the bulk modulus also supports that the high pressure phase of perovskite structure of enstatite is stability between 50 - 140gpa
考慮到靜高壓下的數(shù)據(jù)是在實驗中未發(fā)現(xiàn)頑火輝石高壓相有相變的情況下得到的。因此，動高壓與靜高壓實驗數(shù)據(jù)的一致性支持了在80 ? 140gpa壓力內(nèi)預(yù)火輝石的高壓相保持穩(wěn)定的觀點。 - The result of md simulation means that : ( 1 ) the microstructure in the amorphous carbon has no obvious change , the slippage which is parallel to the fiber axes in the graphite slices of the pyc interphase was found ; ( 2 ) bulk moduli of every part of interphase diminished , young ' s moduli in all three direction of amorphous carbon diminished , young ' s moduli of the graphite slices in the direction of parallel to the fiber radial decreased , and ones in the direction of parallel to the fiber axes increased
分子動力學(xué)模擬結(jié)果表明， ( 1 )界面相內(nèi)部無定形碳部分微結(jié)構(gòu)無明顯變化，石墨片層部分沿纖維軸向滑移； ( 2 )界面相模量發(fā)生變化，界面相區(qū)域各部分的體積彈性模量降低，無定形碳部分及石墨片層部分垂直于纖維軸向的楊氏模量降低，平行于纖維軸向的楊氏模量升高。 - 2 the modification of unsaturated soil if the degree of saturation is between 90 % and 100 % . the soil is called unsaturated soil . in this article , firstly , the author modifies the bulk modulus of water with equivlent modulus , and then anlayses the dynamic character of unsaturated soil using two - phase media motion differential equations
2 、欠飽和土的修正方法通常把飽和度sr在90 100之間的土稱為欠飽和土，本文首先利用等價模量對水的體積模量進行修正，然后利用兩相介質(zhì)的動力微分方程分析欠飽和土的動力特性。
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