Daniel Dias-da-Costa
Daniel Dias-da-Costa
Verified email at sydney.edu.au - Homepage
Cited by
Cited by
Element-wise fracture algorithm based on rotation of edges
P Areias, T Rabczuk, D Dias-da-Costa
Engineering Fracture Mechanics 110, 113-137, 2013
Automatic crack monitoring using photogrammetry and image processing
J Valenša, D Dias-da-Costa, E J˙lio, H Ara˙jo, H Costa
Measurement 46 (1), 433-441, 2013
A discrete strong discontinuity approach
D Dias-da-Costa, J Alfaiate, LJ Sluys, E J˙lio
Engineering Fracture Mechanics 76 (9), 1176-1201, 2009
A comparative study on the modelling of discontinuous fracture by means of enriched nodal and element techniques and interface elements
D Dias-da-Costa, J Alfaiate, LJ Sluys, E J˙lio
International Journal of Fracture 161 (1), 97-119, 2010
Characterisation of concrete cracking during laboratorial tests using image processing
J Valenša, D Dias-da-Costa, E J˙lio
Construction and Building Materials 28 (1), 607-615, 2012
Effect of surface preparation and bonding agent on the concrete-to-concrete interface strength
DS Santos, PMD Santos, D Dias-da-Costa
Construction and Building Materials 37, 102-110, 2012
Towards a generalization of a discrete strong discontinuity approach
D Dias-da-Costa, J Alfaiate, LJ Sluys, E J˙lio
Computer Methods in Applied Mechanics and Engineering 198 (47-48), 3670-3681, 2009
Structural assessment of the tower of the University of Coimbra by modal identification
ENBS J˙lio, CA da Silva Rebelo, DASG Dias-da
Engineering Structures 30 (12), 3468-3477, 2008
An embedded formulation with conforming finite elements to capture strong discontinuities
D Dias‐da‐Costa, J Alfaiate, LJ Sluys, P Areias, E J˙lio
International Journal for Numerical Methods in Engineering 93 (2), 224-244, 2013
Influence of concrete strength and steel fibre geometry on the fibre/matrix interface
T Sim§es, C Octßvio, J Valenša, H Costa, D Dias-da-Costa, E J˙lio
Composites Part B: Engineering 122, 156-164, 2017
Arbitrary bi-dimensional finite strain cohesive crack propagation
P Areias, D Dias-da-Costa, J Alfaiate, E Julio
Computational Mechanics 45 (1), 61-75, 2009
Influence of fibres on the mechanical behaviour of fibre reinforced concrete matrixes
T Sim§es, H Costa, D Dias-da-Costa, E J˙lio
Construction and Building Materials 137, 548-556, 2017
A non-iterative approach for the modelling of quasi-brittle materials
R Graša-e-Costa, J Alfaiate, D Dias-da-Costa, LJ Sluys
International Journal of Fracture 178 (1-2), 281-298, 2012
Laboratorial test monitoring applying photogrammetric post-processing procedures to surface displacements
D Dias-da-Costa, J Valenša, ENBS J˙lio
Measurement 44 (3), 527-538, 2011
A modified slant shear test designed to enforce adhesive failure
R Saldanha, E J˙lio, D Dias-da-Costa, P Santos
Construction and Building Materials 41, 673-680, 2013
Accuracy of design code expressions for estimating longitudinal shear strength of strengthening concrete overlays
E J˙lio, D Dias-da-Costa, FAB Branco, JMV Alfaiate
Engineering Structures 32 (8), 2387-2393, 2010
Element-wise algorithm for modeling ductile fracture with the Rousselier yield function
P Areias, D Dias-da-Costa, JM Sargado, T Rabczuk
Computational Mechanics 52 (6), 1429-1443, 2013
Automatic concrete health monitoring: assessment and monitoring of concrete surfaces
J Valenša, D Dias-da-Costa, L Gonšalves, E J˙lio, H Ara˙jo
Structure and Infrastructure Engineering 10 (12), 1547-1554, 2014
A new semi-implicit formulation for multiple-surface flow rules in multiplicative plasticity
P Areias, D Dias-da-Costa, EB Pires, JI Barbosa
Computational Mechanics 49 (5), 545-564, 2012
Mixed-mode fracture and load misalignment on the assessment of FRP-concrete bond connections
P Neto, J Alfaiate, D Dias-da-Costa, J Vinagre
Composite Structures 135, 49-60, 2016
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