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Fatigue Analysis of Orthotropic Steel Deck by Guilherme Alencar is a document available to read on EtoBox.

What is Fatigue Analysis of Orthotropic Steel Deck about?

This document discusses a study analyzing the fatigue life of orthotropic steel bridge decks with different pavement types. A finite element model is used to analyze stress distributions in the deck under wheel loads with ultra-high performance concrete (UHPC) and asphalt concrete pavements. Based on weigh-in-motion truck data and cumulative damage calculations, the results show that UHPC pavement extends the service life of fatigue-prone areas in the deck to over 100 years, compared to significantly lower

Author
Guilherme Alencar
Language
EN

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