Accelerated Moisture Transport through Local Weakness of High-Strength Concrete Exposed to High Temperature

被引：5

作者：

Iwama, Keitai ^{[1
]}

Kato, Yushi ^{[2
]}

Baba, Shigeaki ^{[2
]}

Higuchi, Kazuaki ^{[3
]}

Maekawa, Koichi ^{[4
]}

机构：

[1] Yokohama Natl Univ, Grad Sch Urban Innovat, Yokohama, Kanagawa 2408501, Japan

[2] Taisei Corp, Taisei Adv Ctr Technol, Yokohama, Kanagawa 2450051, Japan

[3] Yokohama Natl Univ, Dept Urban Innovat, Yokohama, Kanagawa 2408501, Japan

[4] Yokohama Natl Univ, Dept Civil Engn, Yokohama, Kanagawa 2408501, Japan

来源：

JOURNAL OF ADVANCED CONCRETE TECHNOLOGY | 2021年 / 19卷 / 02期

关键词：

HIGH-PERFORMANCE CONCRETE; PORE PRESSURE; POLYPROPYLENE FIBERS; PERMEABILITY; BEHAVIOR; GEOMETRY; SIZE; HPC;

D O I：

10.3151/jact.19.106

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Spilling out of condensed liquid water from needle-like holes in high-strength concrete was experimentally observed under fire attack. The presence of these holes was found to prevent explosive spalling effectively in the vicinity of the holes during fire exposure tests. This spilling out occurred at about 10 to 30 minutes after the start of high temperature heating. These needle-like holes are defined herein as local weaknesses that may act as rapid paths of water permeation to reduce the risk of explosive spalling of cover concrete. The phase change of moisture from CSH solids to condensed liquid as well as free water in micro-pores was simulated by a multi-phase chemo-physics analysis of ultra-high-strength concrete. The prediction of the high-rate phenomena was experimentally proved by using embedded moisture sensor, and the high-rate discharge of condensed water though local weaknesses was analytically simulated.

引用

页码：106 / 117

页数：12

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