elastoplasticity 中文意思是什麼
elastoplasticity
解釋
彈塑性-
The existing theoretical analyses have n ' t refelcted this true mechanism of the force transfering in fixed segment of anchor bar. for the sake of studying the working course from elastic to elastoplasticity slide better, this paper put forward shear stress - displacement curve, and solve the internal force distribution along anchor bar by the basic equntion. at the same time, this paper analysize the difference of columniform fixed segment and the segmeng with anchor slab at the foot of anchor bar
為了更好的研究錨桿在不同荷載作用下，錨桿的工作狀態從彈性到彈塑性發展的整個過程，本文進行了錨桿受力的模型實驗研究，根據實驗結果提出了剪應力與位移的彈塑性本構關系表達式，並根據錨桿受力的基本方程，求解得出了錨桿在不同工作狀態下從彈性到彈塑性滑移的全過程中錨桿的內力分佈。 -
By means of the finite element inverse analysis, based on stress - strain theoretical equations of the elastoplasticity and viscoelasticity - viscoplasticity, the change of the valley - side margin stress distribution during original state, the condition of human cutting a terrace of building houses in the loess slope, and the condition of cutting the top of loess slope is elucidated
3 .基於粘彈?粘塑性理論的本構方程，運用有限元方法進行反演分析，闡明了宅基邊坡谷緣在天然條件、斬坡建窯條件下和削坡條件下的應力場變化特點。結果表明，谷緣在斬坡建窯條件下拉張應力和剪切應力增大是導致崩塌產生的根本原因。 -
The elastoplasticity finite element calculation program dfem is successfully developed, which is based on damage mechanics model
成功地開發了基於損傷力學模型的彈塑性有限元計算程序（ dfem ） 。 -
According to the practical geological model of slope, by means of the finite element analysis, from the constitutive equations of the elastoplasticity and the viscoelasticity - viscoplasticity, the process and mechanism for progressive failure of the locked segment of rockmass are quantitatively revealed and simulated during the rupture, deformation, destruction, and failure of highsteep slope rockmass, and the dynamics driving the motion of rocky landslide with violent starting velocity by high pressure water flow is dealed with
根據邊坡實際地質模型，基於彈塑性與粘彈-粘塑性理論的本構方程，通過有限元模擬分析，定量地揭示和模擬再現了高邊坡巖體破裂、變形、破壞及失穩前後鎖固段巖體漸進性破壞的機制和過程，探討了高壓水流作用下滑坡啟程劇動的破壞機理。 -
The methods considering the elastoplasticity are the elastic - plastic hinge method and the pseudo load method. based on the need of non - linear analysis, researchers brought forward nonlinear calculation methods to control the iterative constringency, such as the load controlling method, the displacement controlling method, the arc length controlling method and the pseudo load method
考慮彈塑性的分析方法有：彈性-塑性鉸法和虛擬荷載法根據非線性研究分析的需要，研究人員先後提出了：荷載控製法、位移控製法、弧長控製法和做功控製法等控制迭代收斂的非線性計算方法。 -
Obtained pre - tight and in the work process pressure distribution, the frictional stress, the elastoplasticity distortion and the stress distributed cloud chart and so on, and has carried on the thorough comparison and the analysis to the result
得到了施加預緊和工作過程中的壓力情況，摩擦應力，彈塑性變形和應力分佈雲圖等，並對結果進行了深入的比較和分析。 -
Abstract : by combining percolation mechanics and with the elastoplasticity mechanics and considering the interactions of natural gas and rock body framework & nbsp ; the authors established the fluid ? solid coupled mathematical model and provided the numerical solution
文摘:將滲流力學與彈塑性力學相結合，考慮天然氣和巖土骨架之間的相互作用，建立天然氣流固耦合滲流數學模型，並給出其數值解。 -
With this paper ' s study, we can understand the history of thermal elastoplastic deformation and thermal stresses of graded coating more deeply. this paper builds a model which can better describes the thermal elastoplasticity of metal / ceramics graded coating and multilayered materials, and it builds the theoretical basis for the optimized design and thermal elastoplasticity analysis of metal / ceramics graded coating and multilayered materials. the research of this paper has important guidance significance to the engineering application of the graded coating
通過本文的研究，更深入地了解了梯度塗層的熱應力和熱彈塑性變形歷史，建立了可以更好地描述金屬陶瓷梯度塗層和疊層材料熱彈塑性行為的分析模型，為金屬陶瓷梯度塗層和疊層材料的熱彈塑性行為分析和優化設計奠定了理論基礎，對梯度塗層的工程應用有重要的指導意義。 -
Perfect elastoplasticity analysis of load - carrying behavior of deeply embedded rectangular rigid foundations
深置矩形剛性基礎承載特性的理想彈塑性分析 -
Based pm the method of static elastoplasticity, the failure dependency problem of rc frame structures studied under small and strong earthquakes
基於靜力彈塑性分析方法，對鋼筋混凝土框架結構在小震和大震下進行了失效相關性研究。 -
The theoretical model of analysis for thermal elastoplasticity of functionally graded materials has a very important significance to its design and development
功能梯度材料熱彈塑性行為分析的理論模型對梯度材料的設計和發展具有十分重要的意義。 -
For years, he is successively engaged in the theory of elastoplasticity and experimental research of reinforced concrete structure, building aseismic accrediting and strengthening, structural design and project management
他多年來先後從事鋼筋混凝土結構彈塑性理論與試驗研究、建築物抗震鑒定與加固、結構設計與工程管理等工作。 -
2. by analyzing and comparing the soil ? stress - strain relation of the non - linear - elasticity and elastoplasticity, an elastoplastic constitutive model of reinforced earth is created for numerical calculating, and the dynamic stress - strain relations is derived
2 、通過對土體非線性彈性本構模型和彈塑性本構模型的分析、對比和評價，提出了分析加筋土擋土結構的用於數值計算的彈塑性本構模型，並建立了加筋土動本構模型。 -
So the various time response histories of structures are realistically described and the seismic field - movements of the system are simulated under different working conditions such as various earthquake waves elasticity or elastoplasticity of soil and pile - soil contact etc. the linear or nonlinear characteristics of histories response of upper - lower structural parts under seismic are prominently re - shown by means of gradual meshing finite - elements for near - far fields with the 3d spring - dashpot boundary elements. based on the above analysis, many designs and tests about interactive structures may be developed accurately
該方法的最大特點是結合近、遠場域的有限單元網格漸分技術，通過邊界三維彈阻單元的設置，可以突出再現上、下部共同作用體系在地震作用下的全時程線性、非線性反應特性，從而為精確開展各類結構動力相互作用的設計與試驗測試奠定了一定的理論基礎。 -
This paper analyzes and modifies all the factors influencing the stability such as elastoplasticity, horizontal loads and asymmetry loads. 6. this paper presents a practical second - order method of the stability of main frame of the steel arch gate by combining the virtues of calculating length method
本論文的重點為提出框架柱計算長度系數實用計算公式，及考慮剪力影響、不對稱性等因素對影響的研究；提出弧門主框架彈塑性穩定計算方法；提出弧門主框架彈塑性穩定二階分析實用計算方法。
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