Permeability of ultra high performance fiber reinforced concretes (UHPFRC) under high stresses

被引:96
作者
Charron, J. -P. [1 ]
Denarie, E.
Bruehwiler, E.
机构
[1] Ecole Polytech, Grp Res Struct Engn, Montreal, PQ H3C 3A7, Canada
[2] Swiss Fed Inst Technol, CH-1015 Lausanne, Switzerland
关键词
D O I
10.1617/s11527-006-9105-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ultra High Performance Fiber Reinforced Concretes (UHPFRC) present outstanding mechanical properties and a very low permeability which make them very attractive for the rehabilitation of existing structures and for new conceptions. UHPFRC are characterized by a significant tensile strain hardening (multiple cracking stage) that can be used to optimize the mechanical performance of composite structural elements. In order to validate this assumption, permeability tests were carried out on UHPFRC specimens previously submitted to various levels of tensile deformation with progressive damage. Based on permeability results, it was possible to define maximal tensile deformations whereby the water permeability of a specific UHPFRC remains low for various exposure conditions.
引用
收藏
页码:269 / 277
页数:9
相关论文
共 20 条
[1]   Permeability of cracked concrete [J].
Aldea, CM ;
Shah, SP ;
Karr, A .
MATERIALS AND STRUCTURES, 1999, 32 (219) :370-376
[2]  
*BAEL, 1999, REGL BAEL 91 MOD
[3]  
BRUHWILER E, 1995, EFFECT HYDROSTATIC P
[4]  
BRUHWILER E, 2005, P FIB S KEEP CONCR A, P951
[5]  
*CEB, 1993, CEB FIP MODEL CODE
[6]  
GERARD B, 1997, RILEM REPORT 16 PENE, P265
[7]  
Habel K., 2004, THESIS SWISS FEDERAL, P87
[8]  
HABEL K, 2004, 99042 MCS
[9]  
HABEL K, 2005, UNPUB J MAT CIVIL EN
[10]   Self-sealing, autogenous healing and continued hydration: What is the difference? [J].
Hearn, N .
MATERIALS AND STRUCTURES, 1998, 31 (212) :563-567