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RISExperimental Investigation of the Lateral Load–Carrying Capacity of a Developed GFRP-Reinforced TL-5 Bridge Barrier Using Special Profile Hooked Bars
Publisher: American Society of Civil Engineers
Abstract: Old concrete bridge barriers suffer from corrosion-induced degradation due to the effects of freeze–thaw cycles and the application of winter deicing salt. To replace such deteriorated bridge barriers while aiming to reduce ...