Limit analysis on FRP-strengthened RC members

Reinforced concrete (RC) members strengthened with externally bonded fiber-reinforced-polymer (FRP) plates are numerically investigated by a plasticity-based limit analysis approach. The key-concept of the present approach is to adopt proper constitutive models for concrete, steel reinforcement bars...

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Bibliographic Details
Main Authors: D. De Domenico, A.A. Pisano, P. Fuschi
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2014-07-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/1252
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