The paper reports the results of a numerical simulation performed to study the experimental pull-out behavior of twisted steel connectors inserted in fired-clay brick units. The experimental results obtained in a previous campaign are used to calibrate a 3D refined numerical model developed by means of the finite element program Abaqus. The numerical model is tuned to accurately reproduce the experimental results in terms of loads and bar displacements.

First results of a 3D pull-out model of steel anchors in fired-clay bricks / Finelli F.; Di Tommaso A.; Gentilini C.. - ELETTRONICO. - 817:(2019), pp. 514-519. (Intervento presentato al convegno 6th International Conference on Mechanics of Masonry Structures Strengthened with Composite Materials, MuRiCo6 2019 tenutosi a Bologna nel 2019) [10.4028/www.scientific.net/KEM.817.514].

First results of a 3D pull-out model of steel anchors in fired-clay bricks

Finelli F.
;
Di Tommaso A.;Gentilini C.
2019

Abstract

The paper reports the results of a numerical simulation performed to study the experimental pull-out behavior of twisted steel connectors inserted in fired-clay brick units. The experimental results obtained in a previous campaign are used to calibrate a 3D refined numerical model developed by means of the finite element program Abaqus. The numerical model is tuned to accurately reproduce the experimental results in terms of loads and bar displacements.
2019
Key Engineering Materials
514
519
First results of a 3D pull-out model of steel anchors in fired-clay bricks / Finelli F.; Di Tommaso A.; Gentilini C.. - ELETTRONICO. - 817:(2019), pp. 514-519. (Intervento presentato al convegno 6th International Conference on Mechanics of Masonry Structures Strengthened with Composite Materials, MuRiCo6 2019 tenutosi a Bologna nel 2019) [10.4028/www.scientific.net/KEM.817.514].
Finelli F.; Di Tommaso A.; Gentilini C.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/707287
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