A Simplified Method for Determining Fire Resistance of RC Columns Using Fire-Resistance-Column-Curves Approach

IF 2.3 3区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY
Khaled Ahmed Mahmoud
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Abstract

Eurocode-2 (EC2) empirical equation for fire resistance of RC columns is very sensitive to the value of column capacity at normal temperature conditions \(N_{Rd}\). Techniques to determine \(N_{Rd}\) accurately for eccentric slender columns are difficult and computationally demanding; thus, adopting simplifications leads to unsatisfactory results in many column cases. Another shortcoming of EC2 equation is that it does not include an explicit term regarding the effect of load eccentricity on fire resistance. In this paper, a simplified method, as an attempt to overcome EC2 method defects, is developed to determine the fire resistance of RC columns using fire-resistance-column-curves. A rational numerical model is used to analyze various series of RC columns with different geometric, material, and loading properties at elevated temperatures. The results of the numerical study are utilized to construct different fire-resistance-column-curves from which simplified design equations are developed to predict the fire resistance of fixed- and pinned-end RC columns. The validity of the method is established with the aid of experimental data and it was found that in most cases, there is good agreement between assessed and test columns. It was also found that the proposed equations provide sufficiently safe predictions when appropriate material safety factors are adopted. The applicability of the proposed method to fire resistance design of RC columns is illustrated through numerical examples.

Abstract Image

使用耐火-柱-曲线法确定钢筋混凝土柱耐火性的简化方法
欧洲规范-2(EC2)中关于 RC 柱耐火性的经验公式对常温条件下柱承载力的值\(N_{Rd}\)非常敏感。精确确定偏心细长柱的\(N_{Rd}\)的技术很困难,计算要求很高;因此,在许多情况下,采用简化方法会导致结果不尽人意。EC2 公式的另一个缺点是它没有包含关于荷载偏心对耐火性影响的明确项。本文开发了一种简化方法,试图克服 EC2 方法的缺陷,利用耐火曲线确定 RC 柱的耐火性能。采用合理的数值模型分析了高温下具有不同几何、材料和荷载特性的各种系列 RC 柱。利用数值研究的结果构建了不同的耐火柱曲线,并据此建立了简化的设计方程,以预测固定端和销端 RC 柱的耐火性。借助实验数据确定了该方法的有效性,并发现在大多数情况下,评估的柱子与测试的柱子之间具有良好的一致性。研究还发现,如果采用适当的材料安全系数,所提出的方程可以提供足够安全的预测。通过数值示例说明了所提方法在 RC 柱耐火设计中的适用性。
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来源期刊
Fire Technology
Fire Technology 工程技术-材料科学:综合
CiteScore
6.60
自引率
14.70%
发文量
137
审稿时长
7.5 months
期刊介绍: Fire Technology publishes original contributions, both theoretical and empirical, that contribute to the solution of problems in fire safety science and engineering. It is the leading journal in the field, publishing applied research dealing with the full range of actual and potential fire hazards facing humans and the environment. It covers the entire domain of fire safety science and engineering problems relevant in industrial, operational, cultural, and environmental applications, including modeling, testing, detection, suppression, human behavior, wildfires, structures, and risk analysis. The aim of Fire Technology is to push forward the frontiers of knowledge and technology by encouraging interdisciplinary communication of significant technical developments in fire protection and subjects of scientific interest to the fire protection community at large. It is published in conjunction with the National Fire Protection Association (NFPA) and the Society of Fire Protection Engineers (SFPE). The mission of NFPA is to help save lives and reduce loss with information, knowledge, and passion. The mission of SFPE is advancing the science and practice of fire protection engineering internationally.
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