Ultimate Capacity of a GFRP-Reinforced Concrete Bridge Barrier–Deck Anchorage Subjected to Transverse Loading

Ultimate Capacity of a GFRP-Reinforced Concrete Bridge Barrier–Deck Anchorage Subjected to Transverse Loading

This paper outlines a structural qualification process to assess the use of newly developed high-modulus (HM) glass fiber-reinforced polymer (GFRP) bars with headed ends in the joint between concrete bridge barriers and decks. The main goals of the study are to evaluate the structural performance of...

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Bibliographic Details
Main Authors: Gledis Dervishhasani, Khaled Sennah, Hamdy M. Afefy, Ahmed Diab
Format: Article
Language:English
Published: MDPI AG 2025-07-01
Series:Applied Sciences
Subjects:
bridge barriers
Test-Level 5 (TL-5)
barrier–deck junction
anchorage resistance
experimental capacity
GFRP bars
Online Access:https://www.mdpi.com/2076-3417/15/14/7771
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