How do polypropylene fibers improve the spalling behavior of in-situ concrete?

被引:197
作者
Zeiml, M [1 ]
Leithner, D [1 ]
Lackner, R [1 ]
Mang, HA [1 ]
机构
[1] Vienna Univ Technol, Inst Mech Mat & Struct, A-1040 Vienna, Austria
基金
奥地利科学基金会;
关键词
fire; spalling; permeability; polypropylene fibers; mercury porosimetry; workability;
D O I
10.1016/j.cemconres.2005.12.018
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The results of a recently finished research project have shown a great influence of the amount of polypropylene (PP) fibers on the spalling behavior of concrete under fire loading. Starting from the identification of the permeability as the parameter with the greatest influence on spalling, results of permeability tests on normal-strength in-situ concrete without and with PP-fibers (1.5 kg/m(3)) are presented in this paper. The values for the permeability, which are obtained for concrete pre-heated to different temperature levels, are related to the pore structure, accessible by mercury-intrusion-porosimetty (MIP) tests. The considered concrete was prepared under on-site conditions, accounting for the workability and densification when casting at the construction site. In order to illustrate the effect of the permeability of concrete with and without PP-fibers on spalling, which was experienced during the aforementioned research project, a finite-element analysis, taking the coupling between heat and mass transport into account, is performed. The so-obtained results provide insight into the risk of spalling of concrete with varying amount of PP-fibers. (C) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:929 / 942
页数:14
相关论文
共 35 条
[1]  
Anderberg Y., 1997, P INT WORKSHOP FIRE, P69
[2]  
[Anonymous], 1997, P INT WORKSHOP FIRE
[3]  
[Anonymous], 1999, PORTLAND CEMENT COMP
[4]  
BAZANT ZP, 1997, P INT WORKSH FIR PER, P155
[5]  
BLANKE W, 1989, THERMOPHYSIKALISCHE, V1
[6]  
Consolazio GR, 1998, ACI MATER J, V95, P525
[7]   Multiscale analytical/numerical theory of the diffusivity of concrete [J].
Garboczi, EJ ;
Bentz, DP .
ADVANCED CEMENT BASED MATERIALS, 1998, 8 (02) :77-88
[8]   Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation [J].
Gawin, D ;
Pesavento, F ;
Schrefler, BA .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2003, 192 (13-14) :1731-1771
[9]  
Gawin D, 1999, MECH COHES-FRICT MAT, V4, P37, DOI 10.1002/(SICI)1099-1484(199901)4:1<37::AID-CFM58>3.0.CO
[10]  
2-S