%0 Journal Article
%T Analysis of the Flexual Bearing Capacity of Corroded Reinforced Concrete Beams with Double Reinforced Rectangular Section<br>锈蚀钢筋混凝土双筋矩形梁抗弯承载力分析
%A LV Yi-gang
%A ZHANG Jian-ren
%A PENG Hui
%A ZHANG Ke-bo
%A <br>吕毅刚
%A 张建仁
%A 彭晖
%A 张克波
%J 实验力学
%D 2011
%I 
%X Corrosion of steel bar is one of the main disease forms of reinforced concrete beams.In a corroded reinforced concrete beam with double reinforced rectangular section,the structure performance is degraded,the amount of the relative bond-slip between concrete and reinforcement increases and the bearing capacity is affected by steel bar corrosion.By constructing a new geometrical condition,formulas of ultimate bending capacity of normal section for corroded reinforced concrete beam with double reinforced rect...
%K reinforced concrete beam
%K corrosion ratio
%K bearing capacity
%K double reinforced rectangular section<br>钢筋混凝土梁
%K 锈蚀率
%K 承载力
%K 双筋矩形截面
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=49067A0A0D864088C06A84AACB51A5B2&aid=D0B4F50FD355FBF23CAFA65D821889FF&yid=9377ED8094509821&vid=96C778EE049EE47D&iid=E158A972A605785F&sid=DCE57F652E4ADAFC&eid=F18BA6286A889C1C&journal_id=1001-4888&journal_name=实验力学&referenced_num=0&reference_num=0