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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:

29卷

期数:

2012年03期

页码:

40-48

栏目:

出版日期:

2012-09-30

文章信息/Info

Title:

Numerical Analysis on Flexural Performance of Strengthened RC Beam with High Strength Stainless Steel Wire Mesh

作者:

黄华^1,2,刘伯权¹,贺拴海²,吴涛¹

1. 长安大学 建筑工程学院,陕西 西安 710061; 2. 长安大学 公路学院,陕西 西安 710064

Author(s):

HUANG Hua^1,2, LIU Bo-quan¹, HE Shuan-hai², WU Tao¹

1. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China; 2. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

关键词:

高强钢绞线网;  聚合物砂浆;  抗弯性能;  数值分析;  RC梁;  混凝土强度

Keywords:

high strength stainless steel wire mesh;  polymer mortar;  flexural performance;  numerical analysis;  RC beam;  concrete strength

分类号:

U445.72

DOI:

-

文献标志码:

A

摘要:

以河北沧州某大桥加固工程为背景,在高强不锈钢绞线网-渗透性聚合物砂浆加固的T形钢筋混凝土梁抗弯试验研究基础上,采用有限元程序对其进行数值分析,研究混凝土强度、原梁纵筋配筋率、钢绞线用量、二次受力等因素对加固性能的影响。分析结果表明:加固构件屈服承载力、极限承载力和屈服挠度随混凝土强度、原梁纵筋配筋率、高强钢绞线用量的提高而有所增长,但极限挠度有所降低,构件延性变差; 二次受力加固构件以首次受荷发生屈服为界限,未屈服构件受持载程度影响不大,而屈服构件随持载程度增大,力学性能得到较大提升; 加固构件最终破坏的模式受纵筋配筋率、钢绞线用量、混凝土强度等因素的影响而有所区别。

Abstract:

Based on the tests conducted to investigate the flexural behavior of strengthened reinforced concrete(RC)T-beams with stainless steel wire mesh and permeability polymer mortar which took the reconstruction project of a bridge in Cangzhou, Hebei Province as the project background, the finite element program was used to analyze the flexural performance of strengthened T-beams. The influences of concrete strength, longitudinal reinforcement ratio, amount of stainless steel wire and secondary loads on the flexural performance were discussed. The analytical results show that with the increase of the concrete strength, longitudinal reinforcement ratio and amount of high strength stainless steel wire, yield capacity, ultimate capacity and yield deflection are improved, but the ultimate deflection decreases and the ductility of members wanes. The performance of the strengthened members under secondary load is bounded by which can yield under first load or not. If it could not yield before strengthening, the influence of the magnitude of the first load on the performance of the strengthened members is negligible, otherwise, the performance of the strengthened members is promoted greatly with the increase of the magnitude of the first load. The final failure modes of the strengthened members are affected by the longitudinal reinforcement ratio, the amount of stainless steel wire, concrete strength and so on.

参考文献/References:

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相似文献/References:

备注/Memo

备注/Memo:

收稿日期:2012-05-06
基金项目:国家自然科学基金项目(51078037); 教育部高等学校博士学科点专项科研基金项目(20090205120008); 中央高校基本科研业务费专项资金项目(CHD2012JC026); 陕西省自然科学基础研究计划项目(2012JQ7024); 中国博士后科学基金项目(2012M511956)
作者简介:黄 华(1979-),男,江苏常州人,副教授,工学博士,博士后,E-mail:huanghua23247@163.com。

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更新日期/Last Update: 2012-09-20