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What is Behavior of Prestressed Concrete Box-Beam Bridges Using CFRP Tendons about?
This paper presents the results of an experimental and analytical study of the flexural response of concrete box beams prestressed with CFRP tendons for three highway bridge models. This study consisted of predicting parameters such as transfer lengths of DCI tendons, ultimate loads, deflections, post-tensioning forces, strains, and energy ratios.
- Author
- Batisxuta Michael
- Language
- EN