At the ultimate limit stage, the lo

At the ultimate limit stage, the longitudinal reinforcement in all specimens had yielded as marked in Fig. 8, but the buckling of longitudinal reinforcement in HFRC and SFRC columns was not visible, whereas it was serious in PFRC and RC columns. These observations justified that the amount of stirrups preventing the reinforcement buckling after concrete cover spalling can be reduced when steel fibers were added into concrete.

結果 (繁體中文) 1:

在極限階段，所有標本中的縱向鋼筋產生了如圖 8，但屈曲角聲縱筋和鋼纖維混凝土柱是不可見的而是在 PFRC 和鋼筋混凝土柱嚴重。這些意見有道理，防止鋼筋混凝土保護層剝落後屈曲的箍筋可以減少當鋼纖維在混凝土中摻入。

結果 (繁體中文) 2:

在極限階段，所有標本縱向鋼筋已經產生了標示圖。8，但在HFRC和鋼纖維混凝土柱縱筋的屈曲是不可見的，而這是在PFRC和鋼筋混凝土柱嚴重。這些觀察理由，可以當鋼纖維加入到混凝土減小箍筋防止加固後混凝土蓋板剝落屈曲的量。