linear elasticity中文是什么意思

發(fā)音:

中文翻譯
造句

線性彈性

linear adj. 1.線的，直線的。 2.長度的。 3.【數(shù)學(xué)】 ...
elasticity n. 1.彈力，彈性；伸縮力，伸縮性，靈活性。 2.開朗 ...
isotropic linear elasticity 各向同性線彈性
linear elasticity theory 線彈性理論; 線性彈性理論
non linear elasticity 非線性彈性學(xué)
quasi-linear elasticity 準(zhǔn)線性彈
elasticity n. 1.彈力，彈性；伸縮力，伸縮性，靈活性。 2.開朗的性情。
be linear with 與...成線性關(guān)系
linear adj. 1.線的，直線的。 2.長度的。 3.【數(shù)學(xué)】一次的，線性的。 4.【動、植】線狀的；細(xì)長的。 5.由線條組成的，以線條為主的，強(qiáng)調(diào)線條的。 linear amplification 直線放大。 a linear equation 一次方程式。 a linear leaf 線形葉。 linear arts 線條藝術(shù)。
linear a 線形文字a; 線性文字a
no-linear 非線性的
acoustic elasticity 聲彈性
acousto elasticity 聲彈性
adiabatic elasticity 絕熱彈性
advertising elasticity 廣告彈性
analysis of elasticity 彈性分析
anisotropic elasticity 各向異性彈性
applied elasticity 應(yīng)用彈性理論; 應(yīng)用彈性力學(xué); 應(yīng)用彈性學(xué)
arc elasticity 弧彈性
average elasticity 平均彈性
axis of elasticity 彈性軸線(航空）
bending elasticity 撓曲彈性
buffer, elasticity 彈性緩沖器
bulk elasticity 容積彈性; 體積彈性
bulk of elasticity 體積彈性模數(shù)

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例句與用法

A boundary element - free method for linear elasticity
彈性力學(xué)的一種邊界無單元法
Non linear elasticity
非線性彈性學(xué)
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(dǎo)過程是：首先根據(jù)線性彈性理論和變形塑性理論推導(dǎo)出周向應(yīng)變的數(shù)學(xué)表達(dá)式，進(jìn)而導(dǎo)出徑向應(yīng)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(gòu)建該區(qū)二維有限元模型，結(jié)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(gòu)模型進(jìn)行計算分析。
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(jié)構(gòu)形狀優(yōu)化問題,許多學(xué)者都進(jìn)行了廣泛的研究,但研究內(nèi)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(jié)構(gòu)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(qiáng)度的關(guān)系式，該關(guān)系式是建立在土的非線性彈性模型和土的莫爾?庫侖強(qiáng)度理論的基礎(chǔ)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(jié)構(gòu)實(shí)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(jié)構(gòu)性能的變化涉及較少，對常見的偏壓構(gòu)件的剛度計算也未作專門規(guī)定，這使得以往內(nèi)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(zhì)的影響，利用其可導(dǎo)出在地震勘探和石油測井界應(yīng)用很廣的gassamann ，該方程建立在線性彈性假設(shè)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(yuǎn)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(jié)構(gòu)的極限承載力,要準(zhǔn)確評估出結(jié)構(gòu)的極限承載力必須考慮雙重非線性。

百科解釋

Linear elasticity is the mathematical study of how solid objects deform and become internally stressed due to prescribed loading conditions. Linear elasticity models materials as continua.

詳細(xì)百科解釋

其他語種釋義

linear elasticityとは意味：線形弾性｛せんけいだんせい｝

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