elastoplastic
美 [?'læst?plæst?k] 
英 [?'læst?plæst?k]
- adj.彈塑性；有彈性和塑性的物料；在彈性極限與破壞強(qiáng)度之間的
- 網(wǎng)絡(luò)彈塑性的；彈性塑料
英漢解釋
例句
The basic concept of reinforced concrete structure design and elastoplastic theory as well as finite element method should be required.
要求學(xué)生已掌握鋼筋混凝土設(shè)計(jì)一般原理，彈塑性力學(xué)知識(shí)及有限元分析方法。
Furthermore, a elastoplastic stiffness matrix considering the length of the plastic regions of a columns ends is given.
并進(jìn)而推導(dǎo)出考慮柱端塑性區(qū)區(qū)段長度影響的柱單元彈塑性剛度矩陣。
In the case of an elastoplastic structure, it is not pertinent to speak for a design stress.
對一個(gè)彈塑性結(jié)構(gòu)物來說，使用設(shè)計(jì)應(yīng)力這個(gè)詞就不恰當(dāng)。
The elastoplastic finite element analysis, strength reduction method and ANSYS software are used for the calculation.
采用彈塑性有限元和強(qiáng)度折減法以及ANSYS軟件進(jìn)行了計(jì)算；
Currently the available elastoplastic deformation simulation is divided into physics and non-physics-based simulation in two ways.
而當(dāng)前現(xiàn)有的彈塑體形變模擬主要分為基于物理的和非物理的模擬兩種方式。
The material behavior of the aluminum alloy matrix is described by a fully coupled elastoplastic damage constitutive equation.
基體采用全耦合彈塑性-損傷本構(gòu)方程描述，而金屬強(qiáng)化物則視為彈脆性材料。
The single well pumping was considered in elastoplastic porous stratum in the case of nonlinear seepage coupling.
在非線性滲流耦合的條件下，研究彈塑性多孔地層中單井抽放問題。
It's used in the game and medical training and brings a shocking sense of realism, and so greatly promotes the application of elastoplastic.
這在游戲和醫(yī)學(xué)培訓(xùn)中給人帶來很震撼的逼真感，因此大大推動(dòng)了彈塑體形變模擬的應(yīng)用。
After accomplishment of design, an elastoplastic static analysis of structure may be conducted to fully examine the performance.
結(jié)構(gòu)設(shè)計(jì)完成后，可進(jìn)行結(jié)構(gòu)的彈塑性靜力分析，全面復(fù)核結(jié)構(gòu)性能。
The elastoplastic analysis of individual footing subjected to bending is performed by this kind of element model.
使用這種單元，對于柱下鋼筋混凝土獨(dú)立基礎(chǔ)的抗彎受力，進(jìn)行了彈塑性分析。
Elastoplastic phase(III) is the main phase, in which AE accumulative counts increase more, about 35. 35% of its total counts.
彈塑性階段是累計(jì)振鈴數(shù)增長的主要階段，累計(jì)振鈴數(shù)達(dá)到AE累計(jì)振鈴總數(shù)的35.35%；
elastoplastic model is adaptive to all kinds of rock rheological characteristics, while Burgers model is only suitable to rather soft rock.
通過對伯格斯體與西原體的對比分析，認(rèn)為西原模型能模擬各種巖石流變特征，而伯格斯體僅適合用于較軟巖。
It explores the means and methods of the composite structure for nonlinear dynamic elastoplastic analysis.
探討復(fù)雜結(jié)構(gòu)非線性動(dòng)力彈塑性分析的手段和方法。
With the new three-dimensional FEM model, some research is done on the ERD wellbore stability under elastic and elastoplastic conditions.
利用所建模型對彈性和彈塑性條件下的大位移井井壁圍巖穩(wěn)定性進(jìn)行了研究。
In the elastoplastic model, the supporting effect of the cable and anchor string are simulated by equivalent anchoring method.
在彈塑性模型中，采用錨固等效法來模擬錨桿及錨索的支護(hù)效果。
Discussion on "Elastoplastic constitutive model of unsaturated expansive soils"
關(guān)于“非飽和膨脹土的彈塑性本構(gòu)模型研究”的討論
Elastoplastic deformation simulation has become rather popular in computer graphics as a research field.
彈塑體形變模擬目前已成為計(jì)算機(jī)圖形學(xué)中比較熱門的一個(gè)研究領(lǐng)域。
The result shows that, with the nonlocal elastoplastic model, higher computation efficiency and more rational results can be obtained.
模擬結(jié)果表明：非局部彈塑性模型較經(jīng)典彈塑性模型計(jì)算效率史高，計(jì)算結(jié)果更合理。
The method of derivation of elastoplastic constitutive relation is established under general loading law in stress space and strain space.
在此基礎(chǔ)上，在應(yīng)力空間和應(yīng)變空間中建立了推導(dǎo)一般加載規(guī)律的多維增量理論的本構(gòu)關(guān)系的一種途徑。
The results show that the thermo-elastoplastic behavior exerts significant influences on t. . .
結(jié)果表明，梯度材料的熱彈塑性行為對梯度材料的熱應(yīng)力緩和性能有顯著影響。
In the case of an elastoplastic structure, it is not pertinent to speak for a design stress.
對一個(gè)彈塑性結(jié)構(gòu)物來說，使用設(shè)計(jì)應(yīng)力這個(gè)詞就不恰當(dāng)。
Closure on "Elastoplastic constitutive model of unsaturated expansive soils"
對“非飽和膨脹土的彈塑性本構(gòu)模型研究”討論的答復(fù)
The fatigue crack growth behaviour of engineering small cracks under elastoplastic condition is studied.
本文對在彈塑性條件下工程小裂紋的疲勞擴(kuò)展規(guī)律進(jìn)行了分析研究。
At proceedstatic elastoplastic analysis, get some conclusion and put forward the some demand continue thorough investigative problem.
在進(jìn)行靜力彈塑性分析時(shí)，得出了一些結(jié)論并提出一些需要繼續(xù)深入研究的問題。
The buckling performance of prestressed cable arc structures are studied by elastoplastic method.
研究了預(yù)應(yīng)力索拱結(jié)構(gòu)平面外和平面內(nèi)的穩(wěn)定性能。
The elastoplastic analysis is finished with ABAQUS, the upside spatial steel truss and the node analysis is computed with ANSYS.
彈塑性分析方面采用ABAQUS進(jìn)行計(jì)算，對上部的空間鋼桁架及其節(jié)點(diǎn)進(jìn)行了ANSYS分析。
The elastoplastic problem for circular pressured tunnel with lining is investigated.
研究含襯砌圓形壓力隧洞的彈塑性問題。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
針對土質(zhì)邊坡的穩(wěn)定性問題，提出了利用無網(wǎng)格法中的再生核質(zhì)點(diǎn)法（RKPM）進(jìn)行彈塑性分析的方法。
The evolution of some geological structures associated with faults has been modelled by elastoplastic finite element analysis.
利用粘彈塑有限元方法模擬了與斷層相關(guān)構(gòu)造的動(dòng)力學(xué)演化機(jī)制。
The finite deformation elastoplastic FEM theory is discussed and the finite element formula is given.
闡述了有限變形彈塑性有限元基本原理并給出有限元列式。
Based on the experimental results, the elastoplastic constitutive model with swelling and strain softening for swelling rock is proposed .
基于試驗(yàn)結(jié)果，提出考慮膨脹巖膨脹及軟化特性的彈塑性本構(gòu)模型。
The governing equations are discredited by using Galerkin method, and the matrix for elastoplastic constitutive model is also deduced.
采用加權(quán)殘值法對耦合方程組進(jìn)行有限元離散，并推導(dǎo)相應(yīng)的彈塑性矩陣。
The ideal touch model between tie and bed and the ideal elastoplastic dynamic model of soil are adopted for analysis.
分析中采用軌枕-道床全支承模式，土體采用理想彈塑性動(dòng)本構(gòu)模型。
The unified elastoplastic finite difference method is used to simulate the true triaxial tests on soft clay.
主要內(nèi)容為運(yùn)用統(tǒng)一彈塑性有限差分方法，對軟土的真三軸試驗(yàn)進(jìn)行了模擬分析。
The elastoplastic time history analysis method is used to calculate rare earthquake action.
采用彈塑性時(shí)程分析法進(jìn)行了罕遇地震作用下的分析。
The analysis of reinforced soil is regarded as two stages: viscoelastic stage and visco-elastoplastic stage.
把加筋土體的分析看成黏彈性階段和黏彈塑性兩個(gè)階段。
The limit bearing capacity is obtained by using the refined finite element elastoplastic analysis on the concrete in the anchor head part.
對錨頭部位混凝土進(jìn)行精細(xì)有限元彈塑性分析，得到其極限承載力。
Thus in this paper a two-dimension thermal elastoplastic and creep stress (TEPC) model for thin slab strand is developed.
針對這一目的，文中建立了薄板坯連鑄二維熱彈塑性蠕變應(yīng)力（TEPC）模型。
The research analyzed the elastoplastic behavior of composite structures by using SAP 2000 computer program.
論文利用SAP2000軟體分析復(fù)合式建筑結(jié)構(gòu)之彈塑性行為。
MFEDB parameters optimizing according to the destined purpose by virtue of elastoplastic dynamic time history analysis.
在彈塑性動(dòng)力時(shí)程分析的基礎(chǔ)上采用多層復(fù)形法按照預(yù)定目標(biāo)優(yōu)化了摩擦消能支撐參數(shù)。
Meanwhile, it is easier to get the safety factor based on the deformation mutation calculated by the ideal elastoplastic model.
如果采用變形突變來確定安全系數(shù)，理想彈塑性模型的強(qiáng)度折減法更明顯一些。
