Hugo Soul

Dr. Hugo Soul

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Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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24 June 2010 in Smart Materials and Structures
Verified
Journal Article
Closed access
HSHugo Soul
Hugo Soul
Antonio IsalgueAntonio Isalgue
Antonio Isalgue
AYA Yawny
A Yawny
VTV Torra
V Torra
FLF C Lovey
F C Lovey

3 June 2015 in Smart Materials and Structures
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Journal Article
Closed access
PDF file
HSHugo Soul
Hugo Soul
AYA Yawny
A Yawny
The hysteretic damping capacity and high recoverable strains characterizing the superelastic response of shape memory alloys (SMA) make these materials attractive for protection systems of structures subjected to dynamic loads. A successful implementation however is conditioned by functional fatigue exhibited by the SMA when subjected to cyclic loading. The residual deformation upon cycling and the efficiency in material usage are the two most restrictive issues in this sense. In this paper, a device equipped with superelastic NiTi SMA wires and capable of supporting external tension compression loads with optimized properties is presented. It is shown how the introduction of the wires’ pre-straining allows for the absorption of deleterious residual deformation without affecting the self-centering capabilities upon unloading, in contrast with what occurs for pre-strained tendons. These features were experimentally verified in an in-scale prototype composed of two 1.2 mm diameter superelastic NiTi SMA wires. In order to numerically assess the dynamic response of a simple structure subjected to seismic excitations, a multilinear superelasticity model for the NiTi wires was developed.

24 July 2017 in Smart Materials and Structures
Verified
Journal Article
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HSHugo Soul
Hugo Soul
AYAlejandro Yawny
Alejandro Yawny
The dynamic response to different seismic inputs of an isolated structure disposed on a sliding layer and connected to the ground with a superelastic NiTi device was analyzed. The device allows wires of NiTi to be mechanically cycled by supporting externally applied tension/compression forces exploiting both dissipative and self-centering capabilities associated with superelasticity. Simulations were carried out modifying the wires length and the structural mass. Both parameters were varied over two orders of magnitude with the aim of evaluating the type of response, the mitigation level that can be accomplished and the combination of parameters resulting in an optimal response. Results indicate that the proposed device is suitable for seismic protection of isolated structures and it is demonstrated that the protective action is more related with the restraining and self-centering properties of the NiTi superelastic wires than with its damping capacity.

1 August 2009 in Journal of Materials Engineering and Performance
Verified
Journal Article
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VTV. Torra
V. Torra
Antonio IsalgueAntonio Isalgue
Antonio Isalgue
CAC. Auguet
C. Auguet
GCG. Carreras
G. Carreras
FLF. C. Lovey
F. C. Lovey
PTP. Terriault
P. Terriault

13 October 2007 in Journal of Thermal Analysis and Calorimetry
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Journal Article
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GCG. Carreras
G. Carreras
Antonio IsalgueAntonio Isalgue
Antonio Isalgue
VTVicenç Torra
Vicenç Torra
FLF. C. Lovey
F. C. Lovey
HSHugo Soul
Hugo Soul

14 February 2013 in Smart Materials and Structures
Verified
Journal Article
Closed access
HSHugo Soul
Hugo Soul
AYA Yawny
A Yawny