elasto plastic deformation 中文意思是什麼

elasto plastic deformation 解釋
彈塑性變形
  • elasto : 彈塑性
  • plastic : adj 1 造型的；塑造的；給與形態的。2 可塑的，塑性的，受范的；柔軟的；〈比喻〉溫順的，肯聽話的。3 ...
  • deformation : 變形,走樣
  1. 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。
  2. 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。
  3. Based on the analysis and calculation results, it is proven that geomembrane is an ideally impervious material. it has good performances in such aspects as impermeability, elasto - plastic deformation adaptability, resistance ability against erosion

    各種分析論證及其計算結果均證明土工膜是一種理想的防滲材料，具有很好的不透水性，很好的彈塑性變形能力，有一定的抗拉能力，能夠承受施工應力和工作應力。
  4. The relation between rheological breaking ratio and plastic work is set up according to the equation relation between outer plastic work and energy of plastic deformation. it is helpful to the understanding of elasto - plastic constitutive relationship of rockfill and braking of particles. based on analysis of test result, in - site observation data, this paper put forward a quantitative relation between rheology and valley shape, rockfill mechanical parameters, such as dry density, compressive modulus, softening factor, pore ratio, etc. the main factors influencing the rheological behavior of rockfill can be classified into inner factors and outer factors

    堆石作為面板壩的主體，影響其流變的因素頗多且十分復雜，既有內因也有外因，根據試驗、原型觀測資料對內外因素所做的分析，本文提出了流變與河谷形狀等外因、流變與壩體常規物理力學指標等內因的定量關系和影響堆石流變的多因素綜合表達式，由此建立了堆石流變與堆石常規物理力學指標（如干密度、壓縮模量、軟化系數、孔隙比等等）之間的聯系。
  5. The algorithm based on energy of deformation of buildings is better than the others. e. three hysteretic combination models are deduced, each of which is respectively composed of two of three simple hysteretic models such as bilinear model, degenerating bilinear model, and bilinear elasto - plastic hysteretic model

    5 、建立了雙折線+雙線性滯回恢復力模型、雙線性+雙線性滯回恢復力模型、退化雙折線+雙線性滯回恢復力模型等三種組合恢復力模型，可以模擬較為復雜的恢復力?變形關系。
  6. Meanwile, the springback principle of minimum potential energy is applied to calculate the springback deformation of a contilever beam occurring elasto - plastic deformation

    同時，應用回彈最小勢能原理于彈塑性變形懸臂梁的回彈變形計算。
  7. Nonlinear elastic model can stimulate the hardening part before peak value, but the stimulation to softening part is not satisfying. elasto - plastic model can basically stimulate the full course of loess deformation, but the stimulation to softening part is not better than that of hardening part. elasto - plastic damage model is the best model of stimulating loess deformation, and the breakage degree during the loess deformation can be estimated based on magnitude and variety of the damage

    非線性模型可以模擬峰值前的硬化部分，但不能很好模擬軟化段較陡的降落；彈塑性模型基本能夠模擬土體變形的全過程，但對軟化段的模擬有一定偏離不如硬化段好；彈塑性損傷模型模擬土的變形特性效果最好，可以對土的西安理工大學碩士學位論文一變形全過程較好的模擬，並能根據損傷變量的大小和變化定量評價土體在不同變形階段的破壞程度。
  8. Duncan e - b model and " nanshui " double yield faced elasto - plastic model are used for analysis of the characteristics of stress and deformation in the faced rockfill dam of huangshitan

    採用duncane - b模型和「南水」雙屈服面彈塑性模型對黃石灘面板堆石壩的應力變形特性進行了分析。
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