Crack-Width-Based Sectional Analysis of Fiber-Reinforced Concrete Applied to the Structural Design of the Slab of a Fly-Over Bridge
Abstract
The use of fibers in reinforced concrete offers an opportunity to optimize the structural design while increasing durability. A sectional analysis that considers the stress-crack-width relation obtained for steel fiber–reinforced concrete (SFRC) and polyolefin fiber–reinforced concrete (PFRC) was used for the structural design of two fly-over bridge typologies. Moment-curvature diagrams were produced using an iterative process that took into...
Paper Details
Title
Crack-Width-Based Sectional Analysis of Fiber-Reinforced Concrete Applied to the Structural Design of the Slab of a Fly-Over Bridge
Published Date
Jan 1, 2022
Volume
27
Issue
1
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