Prestressed CFRP Strips with Gradient Anchorage for Structural Concrete Retrofitting: Experiments and Numerical Modeling
This paper presents a study on the load carrying capacity of reinforced concrete (RC) beams strengthened with externally bonded (EB) carbon fiber reinforced polymer (CFRP) strips prestressed up to 0.6% in strain. At the strip ends, the innovative gradient anchorage is used instead of conventional me...
Main Authors: | Julien Michels, Enzo Martinelli, Christoph Czaderski, Masoud Motavalli |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2014-01-01
|
Series: | Polymers |
Subjects: | |
Online Access: | http://www.mdpi.com/2073-4360/6/1/114 |
Similar Items
-
The Gradient Anchorage Method for Prestressed CFRP Strips: from the Development to the Strengthening of an 18 M Long Bridge Girder
by: Breveglieri Matteo, et al.
Published: (2018-09-01) -
Research on anchorages of the structural strengthening system with prestressed CFRP strips
by: Paulina Paśko, et al.
Published: (2014-09-01) -
Flexural Strengthening of RC Slabs with Prestressed CFRP Strips Using Different Anchorage Systems
by: José Sena-Cruz, et al.
Published: (2015-10-01) -
Development of Bonded/Riveted Steel Anchorages of Prestressed CFRP Strips for Concrete Strengthening
by: Bartosz Piątek, et al.
Published: (2020-05-01) -
Experimental tests of post-tensioned girders strengthened with prestressed CFRP composites
by: Michał Staśkiewicz, et al.
Published: (2014-09-01)