linear elasticity造句
例句與造句
- A boundary element - free method for linear elasticity
彈性力學的一種邊界無單元法 - Non linear elasticity
非線性彈性學 - First , mathematical expressions for hoop strain based on linear elasticity theory and deformation plasticity theory , and thus diametral strain is derived
模型推導過程是：首先根據(jù)線性彈性理論和變形塑性理論推導出周向應變的數(shù)學表達式，進而導出徑向應變。 - On the basis of this velocity field and the optimization theory , the segmented displacement of the boundary of the studied area are deduced with two - dimensional finite element model of linear elasticity
利用這個速度場，通過構建該區(qū)二維有限元模型，結合最優(yōu)化原理，反演區(qū)域分段邊界位移。 - The contact interactions between soil and lining , and between soil and pile are taken into account . the constitutive model employed is mohr - coulomb plasticity with linear elasticity assumed within the yield strength surface
模型中考慮了土和襯砌、土和樁體之間的接觸面作用，采用mohr - coulomb彈塑性本構模型進行計算分析。 - It's difficult to find linear elasticity in a sentence. 用linear elasticity造句挺難的
- Many scholars have done extensive research on spacial frame optimization design . but these studies are almost based on the theory of limited flexibility in small deformation linear elasticity theory , without considering the structure of the nonlinear element
對于空間剛架結構形狀優(yōu)化問題,許多學者都進行了廣泛的研究,但研究內容幾乎都是基于小變形線彈性理論的有限元法,而未考慮結構的非線性因素。 - Under this background , in this paper , a relationship between shear strength and shear wave velocity is built to estimate the characteristics of foundation soil with amount . the relationship is based on the non - linear elasticity of foundation soil and the theory of mohr - couloumb strength
在此背景下，本文尋找適合于軟粘土地基的剪切波速度跟抗剪強度的關系式，該關系式是建立在土的非線性彈性模型和土的莫爾?庫侖強度理論的基礎上的。 - In the current criteria , the principal parameters are given from linear elasticity analysis . the effects of cumulation in elasto - plastic working stage is hardly analysis . the stiffness calculation of current eccentric compression member is not specialy stipulated , with the result that the calculation of internal forces are crude
指出《規(guī)范》公式中的主要參數(shù)均基于線性(彈性工作階段)分析，對結構實際工作階段(包括彈塑性、塑性工作階段)由于損傷累積而引起結構性能的變化涉及較少，對常見的偏壓構件的剛度計算也未作專門規(guī)定，這使得以往內力計算較為粗糙。 - The poroelastic modulus could describe pore effect on elastic behavior of porous media such as rocks . from this , gassmann equation which was widely used in seismic exploration and petroleum logging was deduced . this equation was based on linear elasticity assumption and could be used only within low frequency
孔隙彈性模量描述了孔隙對巖石等多孔材料的彈性性質的影響，利用其可導出在地震勘探和石油測井界應用很廣的gassamann ，該方程建立在線性彈性假設之上并僅限于低頻范圍。 - And under the three load cases , the critical load of the cable - stayed arch bridge taking into account double nonlinearity is much smaller than taking into account linear elasticity or geometrical nonlinearity . therefore if we want to estimate the limit bearing capacity exactly , the double nonlinearity must be considered
在三種加載工況作用下,考慮雙重非線性的臨界荷載遠小于線彈性和僅考慮幾何非線性臨界荷載。因此,采用線彈性和僅考慮幾何非線性方法均會過高地估計結構的極限承載力,要準確評估出結構的極限承載力必須考慮雙重非線性。