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 bar...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2014-07-01
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Series: | Frattura ed Integrità Strutturale |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/1252 |