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.

Finelli F., Di Tommaso A., Gentilini C. (2019). First results of a 3D pull-out model of steel anchors in fired-clay bricks. Trans Tech Publications Ltd [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
Finelli F., Di Tommaso A., Gentilini C. (2019). First results of a 3D pull-out model of steel anchors in fired-clay bricks. Trans Tech Publications Ltd [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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