finite strain造句
例句與造句
- Matrix formulation of eulerian governing equations of finite strain consolidation theory
歐拉描述的有限應(yīng)變固結(jié)控制方程之矩陣表述 - Mixed finite element method for saturated porous media and application to starin localization at finite strain
十次對稱二維準(zhǔn)晶中的熱應(yīng)力分析 - The development of finite strain consolidation theories based on continua mechanics and mixture theory is detailed and the differences and consistency between these theories are remarked on
介紹了基于連續(xù)介質(zhì)理論和混合物理論的大應(yīng)變固結(jié)理論的發(fā)展，論述了兩種一維大應(yīng)變固結(jié)理論之間的差異及其一致性。 - Based on the consolidation mechanism analysis of the warping clay under osmotic pressure , a finite strain osmotic pressure consolidation equation , of which the excess pore - pressure or void ratio was selected as dependent variable , was derived
首先，通過分析滲壓作用下的淤填粘土的固結(jié)機理，推導(dǎo)出以超孔隙水壓力，孔隙比為控制變量的有限應(yīng)變滲壓固結(jié)微分方程。 - Because the structural interpretation of the 3d model only is of non - uniqueness and uncertainty due to geometric constraint , the finite strain analysis was also applied in the structural interpretation . 184 oriented samples have been drilled at 18 sampling sites in yanjinggou , western sichuan
在川西鹽井溝地區(qū)18個采樣點鉆取了184塊定向巖心樣品，通過磁組構(gòu)的分析結(jié)果發(fā)現(xiàn)，鹽井溝地區(qū)的磁組構(gòu)基本上都是弱應(yīng)變的初始變形組構(gòu)，褶皺前翼應(yīng)變強度比后翼略強。 - It's difficult to find finite strain in a sentence. 用finite strain造句挺難的
- With the method of the lie group transformation , the symmetry of the equation governing one dimensional finite strain consolidation is discussed and , from the point of the symmetry , the feasibility to obtain the analytical solution of these nonlinear partial differential equations is discussed . where - after exact or approximate analytical solutions focused on different consolidation problems are obtained , these including : under some assumptions of relations of the void ratio with coefficient of permeability and effective stress , the method of lie group transformation is applied to solve the non - linear partial differential equation of large strain consolidation of homogenous saturated clay soil in semi - infinite domain with the consideration of the material and geometrical nonlinearity during consolidation procession . the implicit exact solution without considering the effect of self - weight of soil is obtained
運用lie群變換方法討論了一維大應(yīng)變非線性固結(jié)方程的對稱性，以及在該對稱性的意義下求解這類非線性偏微分方程解析解答的可能性，并就大應(yīng)變非線性固結(jié)問題的多種情況求得了其完整的或者近似的解析解答，具體包括：基于有效應(yīng)力與孔隙比以及滲透系數(shù)與孔隙比之間的關(guān)系的一些假定，采用李群變換求解考慮材料非線性和幾何非線性的半無限均質(zhì)土體大變形固結(jié)非線性偏微分方程，得到了一個不考慮自重固結(jié)的完全解析解。 - On the great deal of detailed geological mapping resource , this thesis has in - depthly studied the tectonic geometry , kinetics , dynamics and the meaning in the development of the crust of this region by means of structure resolution , macrostructral and microstructural observation , finite strain measurement
論文以大量翔實的野外資料為依據(jù)，通過構(gòu)造解析、宏微觀構(gòu)造觀察、有限應(yīng)變測量等方法對該區(qū)構(gòu)造的幾何學(xué)、運動學(xué)、動力學(xué)以及其在陸殼演化中的意義進行了較深入的探討。 - The result of a case studying shows that the settlement calculated by large strain consolidation theory is large than that by infinite strain theory during the consolidation procession , but the final settlements calculated by both theories are same . more general assumptions than that in the classical consolidation theory is adopted and the exact analytical solution of nonlinear finite strain self - weight consolidation based on this assumption is obtained . by applying same experiment data , the comparison of the solutions of linear and nonlinear finite strain theory , as well as the numerical solution from finite element method is presented
對此模型求得到了某些特殊條件下的lagrange級數(shù)解答，并通過尾礦沉降池實例分析，驗證了所得解答的合理性和有效性；建立了土體在堆積過程中的大應(yīng)變固結(jié)模型，通過其對稱性構(gòu)造出相似變量之后，由攝動法求得了近似解析解答，并通過試驗數(shù)據(jù)與傳統(tǒng)的線性化固結(jié)理論的解答相比較，顯示了傳統(tǒng)線性化固結(jié)理論在該問題上的局限性。 - The osmotic pressure test was developed to determine the unknown , finite strain consolidation coefficient and convection coefficient in the mathematical model . the two coefficients both varied with effective stress and depth and were functions of initial void ratio , compressibility , permeability and permeability derivative along depth . a precise time step integration method was proposed to solve the finite strain osmotic consolidation equation with varied coefficients
設(shè)計滲壓固結(jié)試驗確定理論模型中的待定系數(shù)有限應(yīng)變固結(jié)系數(shù)和有限應(yīng)變固結(jié)對流項系數(shù)，這兩個系數(shù)均為隨有效應(yīng)力和土層深度變化的量，并且體現(xiàn)軟土初始孔隙比，壓縮性、滲透性及其沿深度變化等因素的綜合影響。