Experimental and numerical study of high-strength aluminum alloy circular hollow sections after exposure to fire

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yao Sun , Wen Cheng , Kang Chen , Luigi di Sarno
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Abstract

This paper presents an experimental and numerical study on the compression resistances and local stability of high-strength aluminum alloy circular hollow section stub columns after exposure to fire. A testing program was first conducted, including heating tests, 16 post-fire material tests and 16 post-fire stub column tests. Following the testing program, a numerical modeling program was conducted, where finite-element models were developed and validated against the test results. The validated numerical models were then adopted to perform parametric studies to derive additional post-fire performance data. The obtained test and numerical data were used to carry out a comprehensive design analysis, where the existing international design standards and the Continuous Strength Method were examined. The design analysis results generally indicate that the considered international standards lead to under-estimated compression resistances for high-strength aluminum alloy circular hollow sections after exposure to elevated temperatures of 300 °C–550 °C, owing to the neglect of material strain hardening, despite a high level of accuracy for the post-fire design for the 25 °C–200 °C exposure temperature cases. The Continuous Strength Method is shown to provide greatly improved design accuracy over the existing international design standards for the post-fire design of high-strength aluminum alloy circular hollow section stub columns.
高强铝合金圆形空心截面火灾后的试验与数值研究
本文对高强铝合金圆形空心截面短柱火灾后的抗压性能和局部稳定性进行了试验和数值研究。首先进行了一个测试程序,包括加热测试、16次火灾后材料测试和16次火灾后短柱测试。在测试程序之后,进行了数值模拟程序,其中开发了有限元模型并根据测试结果进行了验证。然后采用验证的数值模型进行参数研究,以获得额外的火灾后性能数据。利用获得的试验和数值数据进行了综合设计分析,并对现有的国际设计标准和连续强度法进行了检验。设计分析结果普遍表明,尽管在25°C - 200°C暴露温度情况下,火灾后设计的精度很高,但由于忽略了材料应变硬化,考虑的国际标准导致高强度铝合金圆形空心截面暴露在300°C - 550°C高温下的抗压缩性被低估。与现有国际设计标准相比,连续强度法对高强度铝合金圆空心截面短柱火灾后的设计精度有了很大提高。
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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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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