方形CFT柱抗压强度预测的简单公式

M. A. Bashir
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引用次数: 0

摘要

钢管混凝土结构在现代土木工程中越来越受欢迎。研究复合结构是有用的,因为它是一种创新的和现代的方式来建造结构。由于约束,这种类型的结构能够使用钢和混凝土的各自强度。预制钢管段是有益的,可以快速安装到主体结构中。它还减少了装配成本和施工时间。本文提出了利用ABAQUs有限元分析软件预测方钢管混凝土抗压强度的简单公式。本文利用ABAQUS软件建立了短方组合柱的三维非线性有限元模型。结果与已发表的钢管混凝土短柱试验结果进行了比较。在与试验结果吻合较好的基础上,提出了考虑钢管宽厚比的简单抗压强度预测公式。结果与实验结果相吻合。该方程仅能预测给定材料强度下的抗压强度,未来可考虑材料强度、长细比和端部条件等参数对简单方程进行改进。
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A Simple Formula for Prediction of Compressive Strength of Square CFT Columns
Concrete filled steel tube structures are becoming very popular in the modern civil engineering projects. Studying composite structures is useful, since it is an innovative and contemporary way to build structures. This type of structure has the ability to use respective strength of both steel and concrete due to confinement. Prefabrication of steel tube section is beneficial, and allows rapid installation into main structure. It also reduces the assembly cost and construction time. This paper will present the simple equation to predict the compressive strength of square concrete filled steel tube by using Finite Element Analysis (FEA)based software ABAQUs. In this study, 3D non-linear finite element models of short square composite columns were prepared using ABAQUS. The results were compared with published experimental tests of a concrete filled steel tube short columns. After getting the good agreement with the experimental results, a simple equation for the prediction of compressive strength is presented by considering the width to thickness ratio of steel tube. Results are validated with experimental results. The equation can predict the compressive strength only for the given material strengths and in future, the simple equation can be improved by considering different parameters e.g. material strength, slenderness ratio and end conditions.
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