Abstract
The paper presents an analytical model for estimating the composite action of prismatic reinforced concrete (r.c.) members repaired/strengthened by r.c. jacketing. The model considers the slip at the interface between the existing member and the jacket and establishes the mechanisms mobilized to resist this action thereby supporting composite behavior. An algorithm has been developed for calculating the response taking into account the shear phenomena that appear due to sliding at the interfaces as well as the spacing and penetration of flexure-shear cracks. Results calculated using the analytical model are corroborated with selected experiments from the international literature.
Original language | English (US) |
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Title of host publication | Proceedings of the 2004 Structures Congress - Building on the Past |
Subtitle of host publication | Securing the Future |
Editors | G.E. Blandford, G.E. Blandford |
Pages | 389-396 |
Number of pages | 8 |
State | Published - 2004 |
Event | Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future - Nashville, TN, United States Duration: May 22 2004 → May 26 2004 |
Other
Other | Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future |
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Country/Territory | United States |
City | Nashville, TN |
Period | 5/22/04 → 5/26/04 |
All Science Journal Classification (ASJC) codes
- Engineering(all)