Quantitative Energy-Dispersive X-Ray Microanalysis of Chlorine in Cement Paste

被引:14
作者
Pacheco, Jose [1 ]
Copuroglu, Oguzhan [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2628 CN Delft, Zuid Holland, Netherlands
关键词
ELECTRON-PROBE MICROANALYSIS; C-S-H; REINFORCED-CONCRETE; INDUCED CORROSION; POROUS MATERIALS; MICROSTRUCTURE; INTERFACE; STEEL; RISK; SEM;
D O I
10.1061/(ASCE)MT.1943-5533.0001336
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Energy dispersive X-ray spectroscopy (EDS) is a microanalysis technique for material characterization that can provide accurate quantification of elemental composition while maintaining high spatial resolution. EDS microanalysis studies on cementitious materials can face several challenges essentially due to the complex chemical and mineralogical characteristics of cement hydration products. Furthermore, EDS microanalysis is widely carried out in "standardless analysis" mode, which relies on the internal standards of the microanalysis software. This can lead to highly erroneous analysis results because standardless analysis typically normalizes total to 100% without taking chemically bound water into account. In the case of quantifying chlorine content of a cement paste, such normalization is unacceptable because it can lead to overestimation. For accurate determination of elemental concentrations, X-ray spectra collected from minerals or glasses with known chemical compositions are necessary as references. This paper examines the performance of six different minerals containing a wide range of chlorine concentrations as standards for quantitative EDS microanalysis. Also, the influence of experimental conditions such as beam current, accelerating voltage, dwell time, and scanning mode on the obtained results is discussed. It was found that among the minerals investigated, scapolite [(Na,Ca)4(Al3Si9O24)Cl] stands out as the most favorable microanalysis standard for quantifying chlorine content in cement paste. (C) 2015 American Society of Civil Engineers.
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页数:12
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共 55 条
[11]  
Escalante-Garcia JI, 1999, J AM CERAM SOC, V82, P3237
[12]   The C-S-H gel of Portland cement mortars: Part I. The interpretation of energy-dispersive X-ray microanalyses from scanning electron microscopy, with some observations on C-S-H, AFm and AFt phase compositions [J].
Famy, C ;
Brough, AR ;
Taylor, HFW .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (09) :1389-1398
[13]   The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete [J].
Glass, GK ;
Buenfeld, NR .
CORROSION SCIENCE, 2000, 42 (02) :329-344
[14]   Backscattered electron imaging of the steel-concrete interface [J].
Glass, GK ;
Yang, R ;
Dickhaus, T ;
Buenfeld, NR .
CORROSION SCIENCE, 2001, 43 (04) :605-610
[15]   FREE AND WATER-SOLUBLE CHLORIDE IN CONCRETE [J].
HAQUE, MN ;
KAYYALI, OA .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (03) :531-542
[16]   ELECTRON-OPTICAL ANALYSES OF THE PHASES IN A PORTLAND-CEMENT CLINKER, WITH SOME OBSERVATIONS ON THE CALCULATION OF QUANTITATIVE PHASE-COMPOSITION [J].
HARRISSON, AM ;
TAYLOR, HFW ;
WINTER, NB .
CEMENT AND CONCRETE RESEARCH, 1985, 15 (05) :775-780
[17]   X-RAY-MICROANALYSIS OF MICROPOROUS MATERIALS [J].
HARRISSON, AM ;
WINTER, NB ;
TAYLOR, HFW .
JOURNAL OF MATERIALS SCIENCE LETTERS, 1987, 6 (11) :1339-1340
[18]   DENSITY EFFECT OF X-RAY EMISSION FROM POROUS SPECIMENS IN QUANTITATIVE ELECTRON PROBE MICROANALYSIS [J].
ICHINOKAWA, T ;
KOBAYASHI, H ;
NAKAJIMA, M .
JAPANESE JOURNAL OF APPLIED PHYSICS, 1969, 8 (12) :1563-+
[19]   Chloride-induced corrosion products of steel in cracked-concrete subjected to different loading conditions [J].
Jaffer, Shahzma J. ;
Hansson, Carolyn M. .
CEMENT AND CONCRETE RESEARCH, 2009, 39 (02) :116-125
[20]   Chloride ingress profiles measured by electron probe micro analysis [J].
Jensen, OM ;
Coats, AM ;
Glasser, FP .
CEMENT AND CONCRETE RESEARCH, 1996, 26 (11) :1695-1705