elasto-plastic materials 中文意思是什麼

elasto-plastic materials 解釋
彈塑性材料
  • 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 ...
  • materials : 版本
  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. Elasto - plastic analysis for 2d structures with truss - like materials

    二維類桁架材料結構彈塑性分析
  3. The principal laws of elastic and elasto - plastic materials are presented. formulation of 2 - d isoparametric quadrilateral element is done for finite element analysis

    為了進行有限元分析選用了平面四結點四邊形等參數單元,作出了相應的公式推導。
  4. In this paper, based on simulation modeling laws of geometry, constitutive relations, stress conditions and construction, a simulative calculation model has been proposed by considering the mechanical problems during the underground tunnel ' s construction and adopting constitutive models of enveloping type which can consider elasto - plastic materials and their cracking. the model can describe rock multi - media characteristic consider the interrelation of shoring structure and stratum reflect some influencing factors, for example : faultage interlayer joints, construction process and so on

    本文結合地下隧洞工程施工過程中的力學問題,基於幾何、本構、應力狀態和施工過程等四方面模擬建模的原則,採用可以考慮材料彈塑性和開裂的包絡型本構模型,建立能描述巖體多介質的特點和能考慮隧洞支護結構與地層的相互作用,同時能反映斷層、夾層、節理裂隙以及施工全過程等影響的巖體結構模擬計算模型。
  5. In this paper, based on simulation modeling laws of geometry, constitutive relations, stress conditions and construction, a simulative calculation model has been proposed by considering the mechanical problems during the underground chamber construction and adopting constitutive models of enveloping type which can consider elasto - plastic materials and their cracking. the model can describe rock multi - media characteristic consider the interrelation of shoring structure and stratum reflect some influencing factors, for example : faultage interlayer joints, construction process and so on

    本文結合地下洞室工程施工過程中的力學問題,基於幾何、本構、應力狀態和施工過程等四方面模擬建模的原則,採用可以考慮材料彈塑性和開裂的包絡型本構模型,建立能描述巖體多介質的特點和能考慮隧洞支護結構與地層的相互作用,同時能反映斷層、夾層、節理裂隙以及施工全過程等影響的巖體結構模擬計算模型。
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