Strengthening of RC Wall-like Columns

S. Tanwongsval, M. Maalej, P. Paramasivam
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引用次数: 3

Abstract

In recent years, increasing efforts have been geared toward enhancing the axial load-carrying capacity of wall-like (i.e. high aspect ratio) reinforced concrete columns commonly used in building estates in Singapore. Although it has been proven through experimental results that composite fiber wraps are effective in strengthening round and square columns by providing passive confinement pressure to the core concrete, wall-like columns experience less effect from confinement, which is limited to the corners. In addition, published research work on wall-like column strengthening did not consider the effects of sustained loading during the application of the fiber reinforced polymer. Consequently, the present study explores an alternative strengthening scheme that employs other materials in addition to composite sheets and will investigate the effects of sustained loading on the strengthening efficiency.
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钢筋混凝土类墙柱的加固
近年来,越来越多的努力已面向提高轴向承载能力的墙状(即高纵横比)钢筋混凝土柱通常用于建筑小区在新加坡。虽然通过实验结果证明复合纤维包裹层通过向核心混凝土提供被动约束压力对圆形和方形柱有效,但壁式柱受约束的影响较小,限制在角落。此外,已发表的关于类壁柱加固的研究工作没有考虑纤维增强聚合物应用过程中持续载荷的影响。因此,本研究探索了除复合材料外采用其他材料的替代强化方案,并将研究持续载荷对强化效率的影响。
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