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AbstractDue to a lack of bonds between external tendons and adjacent concrete and the potential variation in the eccentricities of the tendons (second-order effect), the analysis of the ultimate st... Click to show full abstract
AbstractDue to a lack of bonds between external tendons and adjacent concrete and the potential variation in the eccentricities of the tendons (second-order effect), the analysis of the ultimate st...
Keywords:
external tendons;
capacity prestressed;
flexural capacity;
prestressed concrete;
design approach;
approach flexural
Journal Title: Journal of Structural Engineering
Year Published: 2018
Link to full text (if available)
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Journal Title: Journal of Structural Engineering
Year Published: 2018
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!