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Journal Article
Xavier, J., A. M. P. de Jesus, J. J. L. Morais, and J. M. T. Pinto. "Stereovision measurements on evaluating the modulus of elasticity of wood by compression tests parallel to the grain." Construction and Building Materials. 26 (2012): 207-215. Abstract
Arteiro, A., G. Catalanotti, J. Xavier, P. Linde, and P. P. Camanho. "A strategy to improve the structural performance of non-crimp fabric thin-ply laminates." Composite Structures. 188 (2018): 438-449. AbstractWebsite

The enhanced mechanical performance of thin-ply laminates results from their ability to delay the onset of damage typically observed in composite materials. However, in notched structures, subcritical damage growth causes beneficial stress redistributions in the vicinity of the notch, blunting the stress concentration. Precluding these damage mechanisms, as in thin-ply laminates, may potentially lead to inferior notched responses. To obviate this limitation of thin-ply laminates, a strategy based on the combination of standard grade 0� plies and thin transverse and off-axis plies is analysed in this paper. A detailed study of the effect of 0� ply blocking is carried out, with particular emphasis on the blunting mechanisms and notched response. Tests on scaled notched panels loaded in tension, with notch sizes between 6?mm and 30?mm, show that the combination of standard grade 0� ply blocks with thin transverse and off-axis plies promotes localised fibre-matrix splitting, which acts as an important notch blunting mechanism, while preventing matrix cracking and delamination. This results in an improved notched response and superior large damage capability. It is also shown that thicker 0� ply blocks provide higher stability in composite bolted joints, while the thin transverse and off-axis plies contribute for matrix-dominated damage suppression, resulting in an improved bolt-bearing response. The improvements of the large damage capability and bolt-bearing performance are obtained without compromising the superior unnotched tensile and compressive strengths intrinsic to thin-ply laminates.

Pereira, J. C. R., A. M. P. de Jesus, J. Xavier, and A. A. Fernandes. "ULCF assessment of X52 piping steel by means of cyclic bending tests." Journal of Constructional Steel Research. 138 (2017): 663-674. AbstractWebsite

Abstract Pipelines and piping components may experience large cyclic deformations during a reduced number of cycles (Ni = 1�100 cycles), when subjected to extreme cyclic loading events (e.g. hurricanes, support settlements, earthquakes). In accordance with these loading scenarios, a lateral movement can be applied to the pipeline inducing bending stresses that gradually promotes strain localization, due to progressive plastic instabilities (buckling), damage evolution and final failure. This work aims at characterizing ultra-low cycle fatigue (ULCF) behaviour of the \{X52\} piping steel under bending and local buckling state. An experimental program was carried out to derive \{ULCF\} data for smooth, notched and flat-grooved specimen geometries under cyclic bending. Furthermore, the small-scale tests were simulated in ABAQUS� with the objective of computing the parameters governing the fatigue damage models. The classical Coffin-Manson strain-life relation commonly used in the low cycle fatigue (LCF) regime is proposed to model the fatigue lives. In addition, the Xue model, particularly dependent of the monotonic fracture strain was also used for the prediction of the number of cycles until the crack initiation. The numerical data obtained with these models are compared, being achieved similar fatigue lives predictions for notched plane specimens. For the case of flat-grooved specimens which provides plain strain conditions, an overestimation from the Coffin-Manson relation was observed while the Xue model reproduces very good results for both specimens' series.

Pereira, J. C. R., A. M. P. de Jesus, J. Xavier, and A. A. Fernandes. "Ultra low-cycle fatigue behaviour of a structural steel." Engineering Structures. 60 (2014): 214-222. AbstractWebsite
Xavier, J., S. Avril, F. Pierron, and J. Morais. "Variation of transverse and shear stiffness properties of wood in a tree." Composites Part A: Applied Science and Manufacturing. 40 (2009): 1953-1960. Abstract