Fatigue Flexural Behavior of Reinforced Concrete Beams
Mansour Ahmed Mohammed
Broschiertes Buch

Fatigue Flexural Behavior of Reinforced Concrete Beams

Strengthened with Externally Prestressed Carbon Fiber Reinforced Polymer(CFRP) Tendons

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External post-tensioning is an attractive technique for strengthening reinforced concrete structures because of its ability to actively control stresses and deflections, speed of installation, minimum interruption for the existing structure, and ease of inspection under service conditions. However, external prestressing implies exposing the tendons to the environment outside the concrete section, which may lead to corrosion in steel tendons. Therefore, the interest in using Carbon fiber reinforced polymer (CFRP) tendons, which are corrosion resistant, has increased. The present work investigat...