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- W785826150 abstract "Prestressed concrete railroad ties were manufactured both without steel fibers and with a fiber content of 60 kg/m³ (101.4 lb/yd³ - 0.76% by volume), and with three different initial prestressing forces. Static tests showed that steel fibers increase the first crack and ultimate bending moments, increase significantly the slip force of the prestressing tendons, reduce crack width, add higher ductility to the ties and decrease the stress in the prestressing tendons. Under cyclic loading the fibers increase significantly the strength, decreasing the stress in the prestressing tendons by about 50%." @default.
- W785826150 created "2016-06-24" @default.
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- W785826150 date "2000-01-01" @default.
- W785826150 modified "2023-09-27" @default.
- W785826150 title "Concrete Railroad Ties Reinforced with Steel Fibers" @default.
- W785826150 hasPublicationYear "2000" @default.
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