New Approaches in Civil Engineering

New Approaches in Civil Engineering

Performance Evaluation of Fiber-Reinforced Polymer Composite Materials for Bridge Deck Construction

Document Type : Derived from the research project

Authors
1 Master's student in Structural Engineering, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran
2 Assistant Professor, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran
Abstract
Bridge decks play a vital role in the overall performance of bridge structures, and the use of novel materials such as glass fiber reinforced polymer composites can reduce the challenges associated with high weight, corrosion, and maintenance costs of traditional materials such as concrete and steel. This study aims to numerically investigate the mechanical performance of glass fiber reinforced polymer bridge decks under different loading conditions. For this purpose, 3D modeling was performed using ABAQUS software and the behavior of the decks under extended and dynamic loading was analyzed. The results of numerical analyses showed that glass fiber reinforced polymer decks have better load distribution compared to traditional materials and their deformation is within the permissible range of regulations (L/250). Also, the stress distribution pattern showed that different areas of the deck behave differently under loading, with some parts under tension and others under compression. The research findings show that optimizing fiber orientation and using hybrid material combinations can have a significant impact on improving structural performance. This research shows that bridge decks made of glass fiber reinforced polymer composites are a lightweight, robust, and economical option for use in modern bridges. It is also suggested that structural health monitoring using embedded sensors be used to continuously monitor the performance of the decks to increase their safety and durability throughout their service life.
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