elastoplastic 中文意思是什麼

In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。

The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist

我國現行規范gbj7 - 89將這兩者分開考慮，其計算地基承載力設計值的公式是根據彈性地基中應力分佈及土的極限平衡狀態理論為依據而得出的，求地基的沉降變形時則視土體為彈性，這些理論對地基及土的假設與淺基礎地基的實際工作狀態及天然土體的非線性、彈塑性存在一定的偏差。

Simulation analysis of elastoplastic fem for stability of bedding rock cutting slope

順層巖體路塹邊坡穩定性的彈塑性有限元模擬分析

In the case of an elastoplastic structure, it is not pertinent to speak for a design stress.

對一個彈塑性結構物來說，使用設計應力這個詞就不恰當。

In - plane elastoplastic stability of tapered bending members

格構式壓彎桿平面內穩定計算

Neural network model for solving elastoplastic contact problem

彈塑性接觸問題神經網路計算模型

Elastoplastic damage model of q1 loess

1黃土的彈塑性損傷本構模型

Simulation on visco - elastoplastic damage settlement by mining coal

開采沉陷粘彈塑性損傷模擬分析

Critical state elastoplastic model

臨界狀態彈塑性模型

Elastoplastic properties of particle reinforced titanium matrix composites

顆粒增強鈦基復合材料的彈塑性能研究

Application of meshless natural element method to elastoplastic analysis

無網格自然單元法在彈塑性分析中的應用

Incremental elastoplastic theory

談彈塑性增量理論

Study advances in the elastoplastic large deformation solid shell element models

大變形彈塑性固殼元模型研究進展

Elastoplastic analysis and practical calculation of steel beam columns under fire condition

火災下鋼構件的彈塑性分析和實用計算

Elastoplastic analysis of particle reinforced composites based on meso mechanical method

短纖維增強金屬基復合材料的多重損傷分析

Spatial elastoplastic analysis of reinforcing outlets in flood release dam section of tgp

三峽泄洪壩段孔口配筋方案空間彈塑性分析

Volumetric locking analysis and element choice in 3d elastoplastic analysis of soil

土體三維彈塑性分析中的體積閉鎖分析及單元選擇

The ansys large finite element soft ware elastoplastic analysis is also used in the above all soil conditions with drucker - prager model

同時文中還用ansys有限元軟體對這兩類地基情況進行了彈塑性分析，分析中地基土採用drucker prager本構模型。

With the focus on the structure and components character of plate metal / ceramics graded coating, this paper extends and improves the thermal elastoplastic analysis model of trilayered materials derived by suresh et al and builds the theoretical model of thermal elastoplastic stresses analysis of plate metal / ceramics graded coating, and this paper also analyzes the thermal elastoplastic stresses and deformation of metal / ceramics graded coating

本文針對平板狀金屬陶瓷梯度塗層的結構和組成特徵，推廣和完善了suresh等人的三疊層材料的熱彈塑性分析模型，建立了平板狀金屬陶瓷梯度塗層熱彈塑性應力分析的理論模型，對金屬陶瓷梯度塗層的熱彈塑性應力和熱彈塑性變形進行了分析。

This paper also researches on thermal elastoplastic analysis model of multilayered graded coating structures on the basis of thermal elastoplastic analysis model of trilayered materials with the focus on the structural character of graded coating. it builds the thermal elastoplastic analysis theory for the graded coating structure that has a single plastic layer or two plastic layers. it gives the analytical formulas of thermal stresses and the thermal elastic - plastic transform temperatures of graded coating that has a single plastic layer or two layers under the thermal loading

針對梯度塗層的結構特徵，在建立的三層疊層材料熱彈塑性分析模型的基礎上，對多層梯度塗層結構的熱彈塑性分析模型進行了研究，分別建立了含單個塑性層和兩個塑性層的梯度塗層結構的熱彈塑性分析理論，給出了在熱載荷作用下含單個塑性層和兩個塑性層的梯度塗層的熱彈性-塑性臨界溫度和熱應力分析公式，利用有限元分析對理論模型進行了驗證。