Experimental Investigation and Numerical Analysis of Bond Behavior in SRG-Strengthened Masonry Prisms Using UHTSS and Stainless-Steel Fibers
This paper deals with the experimental and numerical study of the bond behavior of two steel reinforced grout (SRG)-strengthened masonry systems. Ten shear bond tests were carried out on prismatic masonry specimens. The data of experimental tests are recorded and results are given in terms of load/s...
Main Authors: | Francesco Bencardino, Mattia Nisticò, Salvatore Verre |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-01-01
|
Series: | Fibers |
Subjects: | |
Online Access: | https://www.mdpi.com/2079-6439/8/2/8 |
Similar Items
-
Behavior Under Repeated Loading of RC Beams Externally Strengthened in Flexure with SRG Systems
by: Francesco Bencardino, et al.
Published: (2023-02-01) -
Influence of the Strengthening Configuration on the Shear Capacity of Reinforced Concrete Beams Strengthened with SRG (Steel-Reinforced Grout) Composites
by: Luciano Ombres, et al.
Published: (2022-06-01) -
Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond
by: Luciano Ombres, et al.
Published: (2020-12-01) -
The Effectiveness of the DIC as a Measurement System in SRG Shear Strengthened Reinforced Concrete Beams
by: Marco Francesco Funari, et al.
Published: (2021-03-01) -
Numerical Strategy for Column Strengthened with FRCM/SRG System
by: Salvatore Verre
Published: (2022-12-01)