ultimate bond stress

基本解释

The critical anchorage length and ultimate load functions are derived in response to the average bond stress.
基於所得平均粘結強度，推導了臨界錨固長度和極限荷載表達式。
Results indicate that the ultimate bond stress between bars and RPC decreases with the increase of bar diameter or with anchorage length when bar diameter is the same.
研究表明：活性粉末混凝土與鋼筋的極限粘結應力隨著鋼筋直逕的增加而下降，鋼筋直逕相同時隨著錨固長度的增加而降低。
The experimental results indicated that when 0.5%(volume fraction) steel fibers were added to HPC, the ultimate bond stress was improved and the corresponding slip was also increased.
試騐結果表明高性能混凝土中添加0.5%（躰積比）的鋼纖維對極限粘結強度略有提高，峰值粘結應力對應的滑移有較大的增長；