Empirical Equations for Modelling Yarn–Mortar Debonding in TRM-Strengthened Masonry Walls Subjected to Out-of-Plane Loading
The effectiveness of textile-reinforced mortar (TRM) strengthening of masonry walls largely depends on the bond between the constituent materials. Finite element analysis (FEA) can provide valuable insights on the effect of the parameters affecting the bond; however, detailed FEA is computationally...
Main Authors: | Leonidas Alexandros S. Kouris, Savvas P. Triantafyllou, Dionysios A. Bournas, Florentia A. Kariou |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-12-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/14/1/32 |
Similar Items
-
The Effect of Elevated Temperatures on the TRM-to-Masonry Bond: Comparison of Normal Weight and Lightweight Matrices
by: Paraskevi D. Askouni, et al.
Published: (2019-05-01) -
Failure Mode Prediction of Unreinforced Masonry (URM) Walls Retrofitted with Cementitious Textile Reinforced Mortar (TRM)
by: Athanasia K. Thomoglou, et al.
Published: (2023-06-01) -
Scientometric analysis of scientific production for Masonry structures with Geopolymer mortar and Textile reinforcement
by: Sai Krishna A., et al.
Published: (2024-01-01) -
Shear Strengthening of Stone Masonry Walls Using Textile-Reinforced Sarooj Mortar
by: Yasser Al-Saidi, et al.
Published: (2024-07-01) -
Mortar for masonry construction
by: 11411 Standards Association of Australia