Analytical Study on Seismic Performance of Self-Compacting Concrete Column Reinforced with Steel and GFRP Rebar

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Abstract

The self-compacting concrete is described as one of the environment friendly concrete which has several benefits over ordinary concrete. The main advantages of self-compacting concrete are that problem associated with vibration is eliminated. It is a non-segregating concrete that have benefits such as high bond to reinforcing steel, superior strength and durability, improved structural integrity etc. The Glass Fiber reinforced Polymer (GFRP) rebars are preferable alternative to steel rebars for minimizing corrosion problems In this paper, analytical study is carried out to investigate the seismic performance of self-compacting concrete circular columns reinforced with GFRP rebars and are compared with columns reinforced with steel rebars. The main parameters considered for the study are slenderness ratio and confinement techniques. The circular column of slenderness ratio 4, 6, and 8 are considered for the study. The seismic performance is carried out by Push over analysis using ANSYS software.
钢与GFRP筋自密实混凝土柱抗震性能分析研究
自密实混凝土被描述为一种环境友好型混凝土,它比普通混凝土有几个优点。自密实混凝土的主要优点是消除了与振动有关的问题。它是一种不离析的混凝土,具有与钢筋的高粘结性,优越的强度和耐久性,提高结构完整性等优点。玻璃纤维增强聚合物(GFRP)钢筋是钢筋的较好替代品,可以最大程度地减少腐蚀问题。本文对玻璃钢增强自密实混凝土圆形柱的抗震性能进行了分析研究,并与钢筋增强柱进行了比较。研究的主要参数是长细比和约束技术。以长细比为4、6、8的圆柱为研究对象。利用ANSYS软件对结构进行了抗震性能分析。
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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