Computer Simulations of End-Tapering Anchorages of EBR FRP-Strengthened Prestressed Concrete Slabs at Service Conditions
This article examines numerically the behavior of prestressed reinforced concrete slabs strengthened with externally bonded reinforcement (EBR) consisting of fiber-reinforced polymer (FRP) sheets. The non-linear finite element (FE) program Abaqus<sup>®</sup> is used to model EBR FRP-stre...
Main Authors: | Chirawat Wattanapanich, Thanongsak Imjai, Reyes Garcia, Nur Liza Rahim, Mohd Mustafa Al Bakri Abdullah, Andrei Victor Sandu, Petrica Vizureanu, Petre Daniel Matasaru, Blessen Skariah Thomas |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-01-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/16/2/851 |
Similar Items
-
Combining EBR CFRP sheet with prestressed NSM steel strands to enhance the structural behavior of prestressed concrete beams
by: M. Obaydullah, et al.
Published: (2021-11-01) -
The Ebre Observatory seismological station: past and present instrumentation and noise conditions
by: A. Ugalde
Published: (2003-06-01) -
Assessment of shear capacity in NSM prestressed FRP strengthening with anchorage conditions
by: Sanghyeon Cho, et al.
Published: (2024-07-01) -
Degradation of the EBR-CFRP strengthening system applied to reinforced concrete beams exposed to weathering
by: Gláucia Maria Dalfré, et al.
Published: (2021-03-01) -
The performance of prestressing anchorages for post-tensioned construction
by: 8096 British Standards Institution