Effect of Shape Modification on the Performance of CFRP Confined Square Concrete Columns: A Review

Nithyapriya N P, Shalu R F, A. R.
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Abstract

Now a days fiber-reinforced polymer (FRP) confinement is one of the most important techniques used for the strengthening and repairing of concrete structures. In the case of columns, the square/rectangular columns show less effectiveness towards FRP confinement compared with circular columns due to their flat sides and sharp corners. So the strengthening of square/rectangular columns needs more attention than circular columns. The performance of square/rectangular columns can be improved by modifying the shape of columns before FRP wrapping. The researches show that varying the corner radius of non-circular columns improves the confinement area and thereby increase the confinement efficiency of FRP. Recently, curvilinearization technique was developed in which slightly curved sides are provided to existing square/rectangular sections before application of FRP. Circularization is also another shape modification method in which the existing square columns are modifying into circular sections by using segmental concrete covers before the FRP wrapping process. This paper mainly deals with these shape modification techniques in the carbon-fiber-reinforced polymer (CFRP) confined square columns.
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形状改性对CFRP约束方形混凝土柱性能的影响
纤维增强聚合物(FRP)约束是目前用于混凝土结构加固和修复的重要技术之一。在柱的情况下,由于方形/矩形柱的平边和尖角,与圆形柱相比,它们对FRP约束的有效性较低。因此,方形/矩形柱的加固比圆形柱更需要重视。在FRP包覆前,通过改变柱的形状,可以提高方形/矩形柱的性能。研究表明,改变非圆柱的转角半径可以增大约束面积,从而提高FRP的约束效率。近年来,曲线化技术得到了发展,在应用FRP之前,在现有的方形/矩形截面上提供稍微弯曲的侧面。圆化也是另一种形状改造方法,在玻璃钢包裹工艺之前,将现有的方形柱用节段混凝土盖板改造成圆形截面。本文主要研究了这些形状改性技术在碳纤维增强聚合物(CFRP)约束方柱中的应用。
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Effect of Shape Modification on the Performance of CFRP Confined Square Concrete Columns: A Review
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