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Mostrando ítems 1-5 de 5

Axially loaded RC columns repaired on one side with cement-based mortars

Ortega, Irene; Pellicer, Teresa M.; Calderón García, Pedro Antonio; Adam, Jose M (Elsevier, 2018)

[EN] This paper describes and analyses the results of an experimental programme carried out at the Universitat Politecnica de Valencia on 18 reinforced concrete (RC) columns, 12 of which had been repaired on one side with ...
Bearing capacity of steel-caged RC columns under combined bending and axial loads: Estimation based on Artificial Neural Networks

Jørgensen, Caroline; Grastveit, Ragnhild; Garzón Roca, Julio; Paya-Zaforteza, I.; Adam Martínez, José Miguel (Elsevier, 2013-11)

The use of steel caging for strengthening a reinforced concrete (RC) column is an economical and common solution. However, the design of the optimum steel cage is a complex task. Artificial Neural Networks (ANN) has shown ...
Behaviour of RC columns strengthened by steel caging under combined bending and axial loads

Garzón Roca, Julio; Adam Martínez, José Miguel; Calderón García, Pedro Antonio (Elsevier, 2011-05)

The steel caging technique is used to strengthen RC columns all over the world, as it has been shown to be effective, economical and easy to apply. Most studies carried out to date on this strengthening technique have ...
Finite element modelling of steel-caged RC columns subjected to axial force and bending moment

Garzón Roca, Julio; Adam Martínez, José Miguel; Calderón García, Pedro Antonio; Valente, Isabel B. (Elsevier, 2012-07)

Steel caging is an effective, economical, easily applied and widely used method of strengthening RC columns. Based on the results of two experimental studies, this paper proposes the finite element modelling of RC columns ...
Improvement of bearing failure behaviour of T-shaped steel beam-reinforced concrete columns joints using perfbond plate connectors

Yoshida, Mikihito; Nishimura, Yasushi (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] For the joints composed of steel beams and reinforced concrete columns, shear failure and bearing failure are the key failure modes. The shear failure indicates stable hysteresis loop without the strength degradation. ...

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