|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
標(biāo)題 |
考慮相對(duì)肋面積影響的鋼筋錨固長度計(jì)算分析(49 卷) |
英文標(biāo)題 |
Calculating analysis of anchoring length of steel bar with consideration of effect resulted from ribs relative area |
摘要 |
從美國混凝土協(xié)會(huì)ACI 408.3—01、ACI 408R—03和Zuo J.等建議的考慮鋼筋相對(duì)肋面積的設(shè)計(jì)錨固搭接長度計(jì)算公式,推導(dǎo)出相應(yīng)的鋼筋應(yīng)力計(jì)算值并與試驗(yàn)值進(jìn)行比較。分析結(jié)果表明, 應(yīng)用ACI 408R—03推薦公式得出的鋼筋應(yīng)力計(jì)算值與試驗(yàn)值較為接近,同時(shí)建議對(duì)于普通鋼筋取(cω+K |
作者 |
新聞作者:趙峰,張國學(xué) |
關(guān)鍵字 |