INTERNAL SEALING OF FIBER-REINFORCED CONCRETE
The effects of salt corrosion on steel-reinforced concrete can be predicted when chlorides are absorbed in amounts sufficient to reduce the pH of the concrete to the reaction threshold. In this study, concrete strength and chloride absorption were used to evaluate the effect of internal sealing on steel-fiber-reinforced concrete. Replicate concrete specimens were prepared from four mix designs; control; internally sealed; steel-fiber reinforced; and internally sealed, steel-fiber reinforced. The specimens were exposed to a 3 percent saline mist spray in a tent enclosure. The spray was operated 8 hours per day, 5 days per week. During the first 41 days, the tent enclosure was left in place continuously; high humidity retained by the enclosure prevented drying, and the specimens remained most from day to day. This continuous saturation of the surface may have blocked oxygen entry and retarded corrosion. After 41 days, the sides of the enclosure were rolled up for free air circulation and drying when the spraying was not in operation. No chloride penetration of the sealed concrete was observed during the testing. Measured chloride contents of these specimens remained essentially at baseline levels, i.e., the chlorides introduced by the aggregates, cement, and mixing water. By contrast, the nonsealed specimens rapidly absorbed the saline solution. Measured chlorides at the 0.5-in. (1.27 cm) sampling depth were app 0.1 percent after 3 days and more than 0.4 percent at the conclusion of testing. Active internal corrosion was seen only in the nonsealed specimens and, at the end of the study, had progressed to a depth of app 0.25 in. (0.63 cm).
Monsanto Research Corporation1515 Nicholas Road
Dayton, OH USA 45407
- Publication Date: 1977-3
- Pagination: 33 p.
- TRT Terms: Absorption; Chlorides; Compressive strength; Corrosion; Fiber reinforced concrete; Mix design; pH value; Reduction (Chemistry); Reinforced concrete; Reinforcement (Engineering); Salt fog tests; Salts; Sealing (Technology); Sealing compounds; Steel; Strength of materials; Test procedures
- Uncontrolled Terms: Compressive properties; Fiber reinforcement
- Old TRIS Terms: Absorption physical; Reduction; Sealing; Strength general
- Subject Areas: Highways; Materials;
- Accession Number: 00154971
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: CERL-SR-M-204 Final Rpt.
- Contract Numbers: DACA88-75-M-0555
- Files: TRIS
- Created Date: Aug 31 1978 12:00AM