Evolution of pore pressure in self-compacting concrete with natural fibers at high temperatures

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zishuo Fu, Yao Yao, Ye Li, Dong Zhang, Hongcun Guo, Yang Song, He Gong
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Abstract

Despite the fact that concrete pore pressures play an important role in structural integrity in realistic fire scenarios, there are still few reports on understanding the evolution of pore pressures during all fire phases, especially during constant temperature and natural cooling. The current gap in understanding still exists due to the past focus on the heating phase. This study investigated pore pressure variations in natural fiber-reinforced self-compacting concrete with varying dosages under high-temperature conditions, expanding upon previous research that focused solely on pore pressure measurements during the heating phase. Novel observations were incorporated for both constant-temperature and natural cooling stages, with particular emphasis on the emergence and dissipation mechanisms of pore pressure arising from thermal expansion mismatch between the matrix and vapor. During the heating phase, pore pressure was primarily attributed to the vapor pressure generated by the evaporation and expansion of free water in cementitious materials and decomposition water from hydration products, accompanied by in-depth analysis of vapor source identification and pore formation dynamics. Notably, a phenomenon contradicting conventional expectations emerged during the constant-temperature phase: The persistent thermal expansion discrepancy between matrix pores and vapor resulted in incomplete vapor release, thereby inducing secondary pore pressure development. Meanwhile, the maximum pore pressure decreased from 1.91 MPa to 1 MPa as the fibre volume doping increased from 0 to 0.3%. To elucidate these mechanisms, systematic validation was conducted through thermal expansion testing, mass variation, FTIR, and water vapor adsorption experiments. During the cooling phase, synchronized temperature reduction of internal moisture decreased pore pressure, while vapor adsorption from external environment by the matrix led to further mass increase.
高温下天然纤维自密实混凝土孔隙压力的演化
尽管在真实的火灾场景中,混凝土孔隙压力对结构完整性起着重要的作用,但关于火灾各阶段孔隙压力的演变,特别是在恒温和自然冷却过程中,仍然很少有报道。由于过去对加热阶段的关注,目前的理解差距仍然存在。本研究研究了高温条件下不同剂量天然纤维增强自密实混凝土的孔隙压力变化,扩展了之前仅关注加热阶段孔隙压力测量的研究。在恒温和自然冷却阶段都纳入了新的观测结果,特别强调了基质和蒸汽之间热膨胀不匹配引起的孔隙压力的产生和消散机制。在加热阶段,孔隙压力主要归因于胶凝材料中自由水蒸发膨胀和水化产物分解水产生的蒸汽压力,并对蒸汽源识别和孔隙形成动力学进行了深入分析。值得注意的是,在恒温阶段出现了与常规预期相反的现象:基质孔隙和蒸汽之间持续的热膨胀差异导致蒸汽释放不完全,从而引起二次孔隙压力的发展。同时,当纤维体积掺杂量从0增加到0.3%时,最大孔隙压力从1.91 MPa降低到1 MPa。为了阐明这些机制,通过热膨胀测试、质量变化、FTIR和水蒸气吸附实验进行了系统验证。在冷却阶段,内部水分的同步温度降低降低了孔隙压力,同时基质对外部环境的水蒸气吸附导致质量进一步增加。
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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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