Shear strengthening of RC T-section beams with low strength concrete using NSM CFRP laminates

被引：54

作者：

Dias, S. J. E. ^{[1
]}

Barros, J. A. O. ^{[1
]}

机构：

[1] Univ Minho, ISISE, Dept Civil Engn, P-4810058 Azurem, Guimaraes, Portugal

来源：

CEMENT & CONCRETE COMPOSITES | 2011年 / 33卷 / 02期

关键词：

NSM; CFRP laminates; Shear strengthening; T cross section RC beams; Low strength concrete; FIBER-REINFORCED POLYMER;

D O I：

10.1016/j.cemconcomp.2010.10.002

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The effectiveness of NSM technique with CFRP laminates for the shear strengthening of T-section RC beams of low strength concrete was assessed. Five NSM shear strengthening configurations (three CFRP orientations and two levels of CFRP percentage) were applied in RC beams with a steel stirrups percentage of 0.10% and of 0.17%. The results showed that: NSM technique is still effective in beams of low strength concrete; inclined are more effective than vertical laminates; the beam's shear resistance increases with the CFRP percentage; the NSM strengthening effectiveness decreases with the increase of the steel stirrups percentage. Using available experimental results obtained with the same test setup but using beams of higher strength concrete it can be concluded that the NSM technique is less effective for lower concrete strengths. In general, the formulation proposed by Nanni et al. provided safe and acceptable estimates for the contribution of the NSM shear strengthening systems. The predicted values of the CFRP contribution for the shear resistance were 75% of the results registered experimentally. (C) 2010 Elsevier Ltd. All rights reserved.

引用

页码：334 / 345

页数：12

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