Add to ORKGThere is little research about the numerical modelling of brick masonry walls strengthened with Textile Reinforced Mortar (TRM) against second order bending effects. Thus, a numerical model has been implemented to cover this knowledge gap. It has been validated by comparison with experimental cases and applied to enhance the knowledge about the influence of different strengthening variables. The model is accurate at predicting the load-bearing capacity of walls and points out that strengthening both sides might cause a remarkable increase of the load-bearing capacity and that the performance of the TRM is greater for the most slender cases.Peer Reviewe
Textile-Reinforced Mortar (TRM) is a modern and compatible strengthening strategy for existing mason...
The out-of-plane response of masonry walls strengthened with textile-reinforced mortar (TRM) is expe...
Unreinforced masonry (URM) is a common engineering practice in different types of construction, e.g....
There is little research about the numerical modelling of brick masonry walls strengthened with Text...
The response of load-bearing brick masonry walls is characterised by the second-order bending effect...
The mixed bending/buckling collapse mode of brick masonry walls might be prevented by installing str...
The strengthening of load-bearing masonry walls against out-of-plane failure is needed to enhance th...
The paper presents an experimental research on the use of Textile Reinforced Mortar (TRM) for the st...
The development of Textile Reinforced Mortar (TRM) has offered new potential for a number of applica...
Textile Reinforced Mortars (TRMs) have found extensive attention for externally bonded reinforcement...
Fibre Reinforced Polymer (FRP) and Textile Reinforced Mortar (TRM) have been studied, compared and a...
In this work an experimental programme was carried out to investigate the out-ofplane response of me...
A significant number of buildings are supported by load-bearing masonry walls. The preservation of t...
The use of Textile Reinforced Mortar (TRM) systems represent a valid alternative to traditional stre...
Key Engineering Materials, vol. 747.Tensile Reinforced Mortars (TRMs) are promising composites that ...
Textile-Reinforced Mortar (TRM) is a modern and compatible strengthening strategy for existing mason...
The out-of-plane response of masonry walls strengthened with textile-reinforced mortar (TRM) is expe...
Unreinforced masonry (URM) is a common engineering practice in different types of construction, e.g....
There is little research about the numerical modelling of brick masonry walls strengthened with Text...
The response of load-bearing brick masonry walls is characterised by the second-order bending effect...
The mixed bending/buckling collapse mode of brick masonry walls might be prevented by installing str...
The strengthening of load-bearing masonry walls against out-of-plane failure is needed to enhance th...
The paper presents an experimental research on the use of Textile Reinforced Mortar (TRM) for the st...
The development of Textile Reinforced Mortar (TRM) has offered new potential for a number of applica...
Textile Reinforced Mortars (TRMs) have found extensive attention for externally bonded reinforcement...
Fibre Reinforced Polymer (FRP) and Textile Reinforced Mortar (TRM) have been studied, compared and a...
In this work an experimental programme was carried out to investigate the out-ofplane response of me...
A significant number of buildings are supported by load-bearing masonry walls. The preservation of t...
The use of Textile Reinforced Mortar (TRM) systems represent a valid alternative to traditional stre...
Key Engineering Materials, vol. 747.Tensile Reinforced Mortars (TRMs) are promising composites that ...
Textile-Reinforced Mortar (TRM) is a modern and compatible strengthening strategy for existing mason...
The out-of-plane response of masonry walls strengthened with textile-reinforced mortar (TRM) is expe...
Unreinforced masonry (URM) is a common engineering practice in different types of construction, e.g....