Journal of Structural Engineering and Management
Volume 1, Issue 1 (2014)
Published
Table of contents
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Comparative Study of PSC Spun Pole using Higher Grade Concrete without and with Discontinuous Glass Fiber
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
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Development of Controlled Concrete by using Hypo Sludge
Abstract: Over 300 million tones of industrial wastes are being produced per annum by chemical and agricultural process in India. These materials pose problems of disposal and health hazards.The wastes like phosphogypsum, fluorogypsum and red mud contain obnoxious impurities which adversely affect the strength and other properties of building materials based on them. Out of several wastes being produced at present, the use of phosphogypsum, flurogypsum, lime sludge, hypo sludge, red …
Published in Journal of Structural Engineering and Management · Vol. 1, Issue 1, 2014 · pp. 16–21 Read article
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Study on Variation of Bond using Anti Corrosive Reagents on Reinforcing Steel Bar
Abstract: Variation of bond stress with different anti corrosive reagent was determined. When bar is embedded in concrete it is corroded in course of time and corrosion products form pit or holes on the surface of reinforcing bar and reduce cross sectional area of steel and also reduce bond capacity. To protect corrosion, different anti corrosive reagent are available in the market. But the effect of bond, of reinforcing bar with …
Published in Journal of Structural Engineering and Management · Vol. 1, Issue 1, 2014 · pp. 22–36 Read article
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History and Development of Design of Regime Channels: A State of the Art Review
Abstract: Channels carrying sediment laden water and constructed in erodible alluvial materials must be designed to be silt stable or in regime such canals by definition neither scour nor silt. The design of channel involves the selection of channel alignment, shape, size and bottom slope. In general, a channel changesincessantly in its position, shape and slope, as a consequence of hydraulic forces acting on its bed and banks. The design of …
Published in Journal of Structural Engineering and Management · Vol. 1, Issue 1, 2014 · pp. 7–15 Read article