Numerical Evaluation of Transverse Steel Connector Strengthening Effect on the Behavior of Rubble Stone Masonry Walls under Compression Using a Particle Model

• Published in: Buildings (Basel) 2023-04, Vol.13 (4), p.987
• Main Authors: Cismaşiu, Ildi, Azevedo, Nuno Monteiro, Pinho, Fernando F. S.
• Format: Article
• Language: English
• Subjects: Analysis; Compression; Compression tests; Connectors; Ductility; Dynamic loads; Failure modes; Grout; Historical structures; Masonry; Masonry construction; Mathematical models; Mortars (material); particle model; Plates; Rehabilitation; Retrofitting; rubble-stone masonry; Shear strength; Steel; Stone; Strengthening; Structural rehabilitation; transverse steel connectors; Two dimensional models; uniaxial compression; Vertical loads; Walls
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings13040987

The structural rehabilitation of historic/traditional rubble masonry wall constructions requires consolidation and retrofitting solutions to be employed in order to withstand dynamic loads, high vertical loads, and differential settlements. One of these strengthening techniques is based on the use of steel bar connectors perpendicular to the wall, considered individually or integrated into more complex strengthening techniques. The aim of this study is to evaluate numerically the strengthening effect of transverse steel connectors on rubble masonry walls. With this purpose, a 2D particle-reinforced model (2D-PMR) was devised and applied to model uniaxial compression tests. The results presented show that predictions calculated using the proposed 2D-PMR model are very close to known experimental results, particularly in the corresponding failure modes, the increase of the maximum uniaxial compression value, and ductility. Parametric studies are also conducted by varying the diameter of the steel bars and the level of strengthening to assess the influence of the bar-bond effect and lateral plates. The presented parametric numerical studies show that (i) a two-level strengthening solution guarantees a similar response to the three-level strengthening solution adopted in the experiments; (ii) it is not relevant to apply a grout injection during the application process of the steel connectors if lateral plates are adopted; and (iii) the 2D-PMR model can be used in the definition of the steel bar diameter and properties; as shown, a smaller (8 mm) bar diameter predicts a similar strengthening effect to the (12 mm) bar size adopted in the experiments. Given the performance of the proposed 2D-PMR model, further work is underway that will allow the 2D-PMR model to numerically assess other reinforcement techniques, namely, reinforced micro-concrete layers and textile reinforced mortar.