The result indicates, the form of stress strain relations adding the structural parameter are converted into the hyperbolic form, and could be calculated with the expression of hyperbola.

 
  • 結果表明,引入結構性參數后的應力應變曲線(xiàn)轉化為有規律性的雙曲線(xiàn)形態(tài),并可用雙曲線(xiàn)擬合計算。
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