Behaviour of Rectangular Concrete Filled Tubes and Circular Concrete Filled Tubes under Axial Load

C. Casita, I. P. E. Sarassantika, R. Sulaksitaningrum
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引用次数: 3

Abstract

This paper presents the result behavior of two different type of Concrete Filled Tubes: Rectangular Concrete Filled Tubes (RCFT) and Circular Concrete Filled Tubes (CCFT). In this model, the column end is fixed and the axial load, Paxial, are applied to the column end. The amount of axial load is divided into 5 steps, which increasing continuously. The dimension of the column is 300x300x10 for RCFT and 300x10 for CCFT. As the results, stress distribution, load-deformation curve, load-stress curve, and weight calculation are compared. And it shows that the CCFT gives better performance than the RCFT.
矩形混凝土管和圆形混凝土管在轴向荷载作用下的性能
本文介绍了两种不同类型的混凝土填充管:矩形混凝土填充管(RCFT)和圆形混凝土填充管(CCFT)。在该模型中,柱端固定,轴向荷载(Paxial)作用于柱端。轴向载荷分为5个阶段,依次递增。列的尺寸对于RCFT是300x300x10,对于CCFT是300x10。结果对应力分布、荷载-变形曲线、荷载-应力曲线及重量计算进行了比较。结果表明,CCFT比RCFT具有更好的性能。
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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