Hydric and mechanical properties of carbon fiber reinforced cement composites subjected to thermal load

被引:11
作者
Drchalová, J
Mnahoncáková, E
Vejmelka, R
Kolísko, J
Bayer, P
Cerny, R
机构
[1] Czech Tech Univ, Fac Civil Engn, Dept Phys, Prague 16629 6, Czech Republic
[2] Czech Tech Univ, Klokner Inst, Prague 16008 6, Czech Republic
[3] Brno Univ Technol, Fac Civil Engn, Inst Chem, Brno 66237, Czech Republic
[4] Czech Tech Univ, Fac Civil Engn, Dept Struct Mech, Prague 16629 6, Czech Republic
关键词
carbon fiber reinforced cement composites; moisture diffusivity; water vapor diffusion; thermal load; hydric strain;
D O I
10.1016/j.conbuildmat.2004.04.015
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Both liquid water and water vapor transport properties were studied for two different types of carbon fiber reinforced cement composites in dependence on thermal load up to 1000 degreesC, tensile stress up to breaking value and their combination. The basic mechanical properties, namely the tensile strength, Young's modulus and hydric strain were analyzed as well. The pre-heating temperature was identified as the most important factor affecting all the studied parameters. Among them, the moisture diffusivity was found as the most sensitive parameter to the thermal load. The differences between its values for reference specimens and for specimens pre-heated to 1000 degreesC achieved up to two orders of magnitude. For the other parameters, these differences were up to four times the reference value. The effect of tensile load on both hydric and mechanical properties was not observed. The combined effects of tensile and thermal load were not found to lead to any significant differences compared to the thermally loaded specimens. Comparing the effects of thermal load on hydric and mechanical properties, it was observed that the results obtained for the tensile strength were in a good correlation with the data for moisture diffusivity. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:567 / 578
页数:12
相关论文
共 29 条
[1]   Permeability of cracked concrete [J].
Aldea, CM ;
Shah, SP ;
Karr, A .
MATERIALS AND STRUCTURES, 1999, 32 (219) :370-376
[2]   NUMERICAL-METHODS FOR SCIENTISTS AND ENGINEERS - HAMMING,RW [J].
BARNETT, VD .
JOURNAL OF THE ROYAL STATISTICAL SOCIETY SERIES A-GENERAL, 1962, 125 (04) :642-643
[3]  
BAZANT ZP, 1987, ACI MATER J, V84, P351
[4]  
Bazant ZP, 1996, Concrete at high temperatures: material properties and mathematical models
[5]   CARBON FIBER-REINFORCED CEMENT [J].
BRIGGS, A .
JOURNAL OF MATERIALS SCIENCE, 1977, 12 (02) :384-404
[6]   Carbon fiber reinforced cement mortar improved by using acrylic dispersion as an admixture [J].
Cao, JY ;
Chung, DDL .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (11) :1633-1637
[7]   The effect of compressive stress on thermal and hygric properties of Portland cement mortar in wide temperature and moisture ranges [J].
Cerny, R ;
Madera, J ;
Podebradská, J ;
Toman, J ;
Drchalová, J ;
Klecka, T ;
Jurek, K ;
Rovnaníková, P .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (08) :1267-1276
[8]   Thermal and hygric properties of Portland cement mortar after high-temperature exposure combined with compressive stress [J].
Cerny, R ;
Totová, M ;
Podebradská, J ;
Toman, J ;
Drchalová, J ;
Rovnaníková, P .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (09) :1347-1355
[9]   The effects of thermal load and frost cycles on the water transport in two high-performance concretes [J].
Cerny, R ;
Drchalová, J ;
Rovnaníková, P .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (08) :1129-1140
[10]  
CERNY R, IN PRESS MAT STRUCT