elasto 中文意思是什麼

elasto 解釋
彈塑性
  1. For jiangpinghe double - curved arch dam, 3 - d elasto - plastic fem is made, in which the point safety factors of the dam - abutments system and the safety margin for coefficients of sliding resistance on 7 potential sliding blocks of the dam before and after the reinforcement of the dam are calculated under the conditions of the normal storage level and the design flood level respectively based on the results from the analysis made with fem

    摘要對江坪河雙曲拱壩進行了三維彈塑性有限元分析，利用有限元應力成果分別計算了正常蓄水位、設計洪水位等3種工況下加固前後壩體壩肩系統的點安全系數和7個可能滑動塊體的抗滑富餘系數。
  2. Elasto - plastic stability of single - layer reticulated domes

    單層預應力網格鋼結構穩定性研究
  3. Shakedown analysis of soil structures based on elasto - plastic fem

    基於彈塑性有限元分析土工安定性計算方法及其應用
  4. In order to simulate the deformation behavior of granular materials ( subgrade soils and subbase materials ), an elasto - plastic constitutive model, the drucker - prager ( dp ) model, was used in the analysis

    為了比較真實地模擬路基及底基層粒料的變形行為，採用彈塑性dp準則。
  5. In this thesis, the assur group theory and kineto - elasto dynamics ( ked ) are applied to conduct the theoretical analysis deeply and to carry out a great deal of numerical calculation for kinematics and dynamics properties of planar linkage

    本文主要針對連桿機構，對其進行了運動學分析和彈性動力學研究，通過matlab軟體，對得出的大量數據進行了可視化後置處理。
  6. The structure of the deformation bands was observed and photographed by a microscope with a camera accessory. a user material mechanical behavior ( umat ) subroutine was developed based on the crystal plasticity model, and with it, the anisotropic elasto - viscoplastic behavior in single crystals was described. slip systems " evolution was simulated by using finite element method with the subroutine

    本文使用數值模擬的方法對[ 001 ] 、 [ 011 ] 、 [ 111 ]以及偏軸加載的多種取向試樣進行了拉伸試驗模擬和循環模擬，研究了不同取向的試樣在加載過程中滑移系的演化情況，並對試樣的宏觀力學行為和細觀機理進行了評述。
  7. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求，在高位轉換層結構中採用迭層空腹桁架結構.首先分析了其受力性能，得出了空腹桁架各構件合理的截面剛度以及布局形式.然後結合一實際工程，進行了兩榀迭層空腹桁架轉換結構模型（ 1 : 8相似比）的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹桁架，另一榀配置了預應力和鋼骨混凝土，對比分析了兩模型的層間位移比、骨架曲線以及等效粘質阻力系數等抗震性能的比較，並進行了彈塑性動力分析.試驗和分析結果表明，配置預應力和型鋼混凝土的迭層空腹桁架轉換結構具有良好的抗震性能，可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題，最後對這類轉換層結構提出了相應的設計建議
  8. In actual engineering problems such as metal forming, structure crashworthiness et al., there are a great number of interface problems with elasto - plastic large deformation. when such large deformation or distortion is solved by finite element method, it must remesh process must be developed to get the less accurate numerical result

    在金屬成型、結構碰撞、穿甲等工程領域存在大量的彈塑性大變形接觸問題，用有限元法模擬這些過程時，由於變形畸變的存在，往往需要採用網格重劃分才能得到較為準確的計算結果。
  9. 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《規范》公式中的主要參數均基於線性（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）由於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定，這使得以往內力計算較為粗糙。
  10. Elasto - plastic analysis on coal mine machinery

    煤礦機械零部件彈塑性設計分析
  11. Elasto - dynamic model of a cam - linkage mechanism

    凸輪連桿機構彈性動力學模型
  12. Elasto - plastic model of soft clay under reversal load

    往復荷載下軟土的邊界面廣義彈塑性模型
  13. Elasto - plastic numerical analysis of 3 - d slotted hole blastion

    三維切槽孔爆破的彈塑性數值分析
  14. Elasto - plastic analysis for 2d structures with truss - like materials

    二維類桁架材料結構彈塑性分析
  15. Study on pillar ' s plastic zone based on elasto - visco - plastic theory

    煤柱塑性區的彈粘塑性理論分析
  16. Research on behavior of elasto - plastic stability of schwedler domes

    施威德勒穹頂彈塑性穩定性能研究
  17. 3d elasto - visco - plastic hierarchical block element method for rock mass

    巖體的三維彈粘塑性階譜塊體單元法
  18. A method for calculating the elasto - plastic properties of composites

    一種計算復合材料彈塑性有效性能的方法
  19. Elasto plastic bending

    彈塑性彎曲
  20. On conservation laws in geometrically nonlinear elasto - dynamic field of non - homogenous materials

    論非均勻材料幾何非線性彈性動力學場的守恆律
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