Experimental Research of New Tram Track Construction Operating Fatigue Capacity

Andrey Benin; Evgenii P. Dudkin; I.G. Paraskkevopulo

doi:10.4028/www.scientific.net/AMR.1025-1026.849

Paper Titles

Investigation of Interaction Effects of Environmental Conditions on Improvement of Zn Heavy Metal Adsorption Mechanism by Na-Nano Bentonite
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On the Structural and Optical Properties of Lead Selenide Nanolayers
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On Pretreatment Experimental Study of Yunnan Phosphorus Building Gypsum
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Oil Production from Polyethylene Plastics by Thermal Pyrolysis Using a Reflux Condenser
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Experimental Research of New Tram Track Construction Operating Fatigue Capacity
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Bridge Fire Risk Assessment on the Highway in South Korea
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Vertical Anchor Bolt Performance Finite Element Analysis of Modular Road Slab
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Finite Element Analysis of Reinforce RC Beams Considering Loading History with Pre-Stressed CFRP Sheets
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Study of Bridge Piers Lateral Stiffness in Railway Vehicle-Bridge System
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1025-1026Experimental Research of New Tram Track...

Experimental Research of New Tram Track Construction Operating Fatigue Capacity

Abstract:

The results of dynamical fatigue testing of natural tram track fragment are presented. The fibrous concrete (foundation) was used in track superstructure, the rubber pads “PREFArails” were used for noise and vibration reduction. The cycle testing results analysis demonstrated that “PREFArail” pads ensure the overall structure operability over not less than 25 years without repair. The recommendations for pads and fibrous concrete foundation use on tram tracks in Saint-Petersburg were given.