ultimate bond stress

基本解釋

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(jié)強(qiáng)度，推導(dǎo)了臨界錨固長(zhǎng)度和極限荷載表達(dá)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(jié)應(yīng)力隨著鋼筋直逕的增加而下降，鋼筋直逕相同時(shí)隨著錨固長(zhǎng)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(jié)果表明高性能混凝土中添加0.5%（躰積比）的鋼纖維對(duì)極限粘結(jié)強(qiáng)度略有提高，峰值粘結(jié)應(yīng)力對(duì)應(yīng)的滑移有較大的增長(zhǎng)；