FEM analysis was made of a concrete tunnel lining post-prestressed with double-looped unbonded tendons.The calculated results agree well with the in situ measured results.

 
  • 文中對一個(gè)無(wú)黏結預應力混凝土襯砌全部錨索張拉鎖定后的應力狀態(tài)進(jìn)行了三維有限元計算,計算結果與實(shí)測結果具有良好的一致性。
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