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Comparative Study of PSC Spun Pole using Higher Grade Concrete without and with Discontinuous Glass FiberBy S. T. Patil, M. B. Varma
Abstract: This experimental study was carried out on the prestressed concrete spun pole of length 13 m with and without use of anti-crack discontinuous glass fiber in high-strength concrete. The pole is having outer diameter at top and bottom as 206 mm and 379 mm respectively. The pole is having thickness 50~55 mm. The investigations were done to study the effect of use of high dispersion discontinuous glass fiber on deflection …
Published in Journal of Structural Engineering and Management · Vol. 1, Issue 1, 2014 · pp. 1–6 Read article →