Efficiency of injected anchors in connecting T–shaped masonry walls: a modelling approach
| Autor: | Andrea Prota, Claudia Casapulla, Alessandra Maione, M. Di Ludovico, Francesca Ceroni |
|---|---|
| Přispěvatelé: | Maione, A., Casapulla, C., Di Ludovico, M., Prota, A., Ceroni, F. |
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
CFRP materials
business.industry Computer science Grout injected anchors masonry wall connections CFRP materials out-of-plane mechanisms macro-block model non-linear kinematic analysis Macro-block model Building and Construction Structural engineering Kinematics engineering.material Masonry Masonry wall connections Out-of-plane mechanisms Non-linear kinematic analysis Limit analysis Pultrusion Injected anchors engineering General Materials Science Injected anchors Masonry wall connections CFRP materials Out-of-plane mechanisms Macro-block model Non-linear kinematic analysis business Civil and Structural Engineering |
| Popis: | The seismic vulnerability of masonry buildings to out-of-plane failure mechanisms is frequently related to poor connections between orthogonal walls. The effectiveness of these connections represents a necessary condition for the repartition of the horizontal action among the in-plane stressed walls, allowing a box behaviour of the whole structure. Steel injected anchors or tie rods have been widely used in the past to improve connections between orthogonal walls, but proper analytical approaches to evaluate their effectiveness are still a matter of ongoing research. On the other hand, many seismic codes nowadays require assessing the safety improvement achieved with the strengthening interventions, and the compatibility with masonry of many techniques has become a matter of debate in the light of the damage frequently caused by the same interventions. In this framework, the present paper focuses on the possibility of using injected anchors made of innovative materials, as pultruded CFRP tubes, in conjunction with traditional grout. For this purpose, a macro-block model, previously validated for the analysis of unreinforced stone masonry structures, is further developed to account for the contribution of these innovative strengthening systems in the out-of-plane response of masonry walls with T-shaped connections. The model, also considering the contributions of frictional resistances at masonry bed joints, is based on the kinematic approach of limit analysis. Literature results concerning full-scale tests of a T-shaped wall are assumed as a reference to validate the proposed approach. Then, the validated model is used to investigate the influence of some design parameters on the performance of the reinforced system and a first attempt to address the design of strengthening interventions with injected anchors is presented. |
| Databáze: | OpenAIRE |
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