Effect of cross section aspect ratio and load eccentricity on the behavior of large scale RC columns wrapped with different CFRP layers

Q2 Engineering
Mahmoud E. Abo El.Khair, Nasser F. El.Shafey, M. Kassem
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引用次数: 0

Abstract

ABSTRACT This paper investigates the effect of cross-section aspect ratio and the effect of load eccentricity on the behavior of RC short columns with large-scale specimens wrapped with external carbon fiber polymers (CFRP) using finite element. Firstly, to study the effect of cross-section, six models have been conducted with various aspect ratios defined as the depth per the width of the cross-section with a constant number of carbon fiber layers. While the behavior of each aspect ratio in both axial and transverse directions was investigated, the results demonstrate that while the CFRP jackets increase the efficiency of square sections significantly, however, CFRP jacket's effect reduces when cross-section aspect ratio becomes more than 2.0. Secondly, twelve finite element models have been built to study the effect of load eccentricity on the behavior of RC short columns wrapped with external CFRP. The results showed that external confinement can significantly increase the strength of columns under concentric loading, while the enhancement in columns under eccentric loading is not the same.
截面纵横比和荷载偏心率对不同CFRP层包裹的大型RC柱性能的影响
摘要采用有限元方法研究了大尺寸碳纤维外包混凝土短柱的截面宽高比和荷载偏心对其受力性能的影响。首先,为了研究截面的影响,我们建立了6个模型,其中不同的长径比定义为碳纤维层数恒定的截面的深度/宽度。研究了各长径比在轴向和横向上的表现,结果表明,碳纤维布护套对方形截面的效率有显著提高,但当截面长径比大于2.0时,碳纤维布护套对方形截面的效率降低。其次,建立了12个有限元模型,研究了荷载偏心对外包碳纤维布短柱性能的影响。结果表明:在同心荷载作用下,外约束能显著提高柱的强度,而在偏心荷载作用下,外约束的增强效果不明显;
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
2.00
自引率
0.00%
发文量
9
审稿时长
52 weeks
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