Steel rebars corrosion investigation with strain gages

被引:17
作者
Batis, G [1 ]
Routoulas, T [1 ]
机构
[1] Natl Tech Univ Athens, Sect Mat Sci & Engn, Athens 15780, Greece
关键词
strain gage; corrosion; reinforcing rebars;
D O I
10.1016/S0958-9465(98)00041-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The presentation of a new laboratory, non-destructive method of detection and checking the corrosion of steel rebars in mortar specimens is discussed in this paper. The method uses extensive meter sensors, such as the well known strain gages (SG) and is based on the phenomena of tension state, in which the mortar mass Comes near the rebar area, after the formation of corrosion products. The SG are embedded in reinforcing mortar specimens during casting. Specimens are immersed in a 3.5 wt% NaCl solution and a constant potential is applied between steel rebar and graphite electrode in order to obtain fast corrosion conditions. As the embedded SG are affected by volume changes, caused not only by corrosion products, all other disturbing parameters have been compensated for by the measurement method described. The method was applied in different types of mortar specimens in order to have test and verification results. The reliability of the technique was evaluated by measuring: (a) the gravimetric weight loss of the reinforcing steel bars; (b) the electrical charge flow through specimens; and (c) the porosity of mortar mass. The test results obtained indicate that the method is reliable and suitable for the laboratory study of the corrosion factors and the influence of concrete admixtures in corrosion protection. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:163 / 171
页数:9
相关论文
共 10 条
[1]   QUANTITATIVE MEASUREMENTS OF CORROSION RATE OF REINFORCING STEELS EMBEDDED IN CONCRETE USING POLARIZATION RESISTANCE MEASUREMENTS [J].
ANDRADE, C ;
GONZALEZ, JA .
WERKSTOFFE UND KORROSION-MATERIALS AND CORROSION, 1978, 29 (08) :515-519
[2]  
Batis G., 1996, CONCRETE ENV ENHANCE, P67
[3]  
COLOMBO G, 1986, AUTOMAZIONE IND, V4
[4]   EFFECT OF CARBONATION, CHLORIDES AND RELATIVE AMBIENT HUMIDITY ON THE CORROSION OF GALVANIZED REBARS EMBEDDED IN CONCRETE [J].
GONZALEZ, JA ;
ANDRADE, C .
BRITISH CORROSION JOURNAL, 1982, 17 (01) :21-28
[5]  
JOHN DG, 1989, CORROSION REINFORCEM, P263
[6]  
MEHTA PK, 1988, ACI SP, V1091, P1
[7]   CHLORIDE ATTACK OF REINFORCED-CONCRETE - AN OVERVIEW [J].
NEVILLE, A .
MATERIALS AND STRUCTURES, 1995, 28 (176) :63-70
[8]  
POURBAIX M, 1972, 205 CEBELCOR
[9]  
SCHIPPA G, 1967, P C INT ADJ MORT BET, P127
[10]   IMPROVED METHOD OF ELECTRICAL-RESISTANCE - A SUITABLE TECHNIQUE FOR CHECKING THE STATE OF CONCRETE REINFORCEMENT [J].
ZIVICA, V .
MATERIALS AND STRUCTURES, 1993, 26 (160) :328-332