跳到主要导航 跳到搜索 跳到主要内容

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

  • Zishuo Fu
  • , Yao Yao
  • , Ye Li
  • , Dong Zhang
  • , Hongcun Guo
  • , Yang Song
  • , He Gong
  • Xi'an University of Architecture and Technology
  • Harbin University of Technology
  • Fuzhou University
  • Changzhou Institute of Technology

科研成果: 期刊稿件文章同行评审

5 引用 (Scopus)

摘要

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.

源语言英语
期刊论文编号113374
期刊Journal of Building Engineering
111
DOI
出版状态已出版 - 1 10月 2025
已对外发布

学术指纹

探究 'Evolution of pore pressure in self-compacting concrete with natural fibers at high temperatures' 的科研主题。它们共同构成独一无二的学术指纹。

引用此