Experimental study on the high temperature performance of UHPCFST stub columns at different concrete age

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zhonghui Wang , Min Yu , Tan Wang , Zewen Sun , Jianqiao Ye
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Abstract

Fire is one of the serious incidents occurring in the construction phase of Ultra-High Performance Concrete filled steel tubes (UHPCFST) columns, which may cause damage to materials, delays to construction and risk to life. This paper investigates the high temperature performance of UHPCFST columns at different concrete ages to simulate the occurrence of fire at construction phase. Axial compression experiments on 24 stub columns are conducted to investigate the effect of temperature levels, age of UHPC on the mechanical response of the UHPCFST columns at different construction stages. The findings reveal that the bearing capacity of the UHPCFST stub columns shows an increase and then a decrease with rising temperatures, and columns of earlier age exhibit a greater increase in fire-resistance bearing capacity. Notably, the load-bearing capacity at room temperature increase with the age of UHPC. At 300 ℃, a marginal increment in capacity correlating with age is observed, whereas at 700 ℃, there is a slight decline. Furthermore, the incorporation of coarse aggregate substantially contributes to the augmentation of load-bearing capabilities across diverse conditions. Meanwhile, a formula for calculating the load bearing capacity and equivalent stress-strain curve of UHPCFST stub columns under elevated temperature at different concrete ages is proposed and validated. This research is expected to provide valuable insights for assessing fire safety and reliability of UHPCFST structure in construction settings.
不同混凝土龄期UHPCFST短柱高温性能试验研究
火灾是超高性能钢管混凝土(UHPCFST)柱施工阶段发生的严重事故之一,可能造成材料损坏、施工延误和生命危险。本文研究了不同混凝土龄期UHPCFST柱的高温性能,模拟了施工阶段火灾的发生。通过对24根短柱进行轴压试验,研究温度水平、龄期对不同施工阶段短柱力学响应的影响。结果表明:随着温度的升高,UHPCFST短柱的承载力先增大后减小,龄期越早的短柱的耐火承载力增加幅度越大;值得注意的是,室温下的承载能力随着UHPC龄期的增加而增加。在300℃时,随着龄期的增加,其容量略有增加,而在700℃时,其容量略有下降。此外,粗骨料的掺入大大提高了不同条件下的承重能力。同时,提出并验证了高温下不同混凝土龄期UHPCFST短柱承载力及等效应力-应变曲线的计算公式。该研究有望为建筑环境中UHPCFST结构的消防安全性和可靠性评估提供有价值的见解。
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
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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