The influence of mode II fracture on concrete strengthened with CFRP

Autor: Jorge Alfaiate, UNIC FCT/UNL, Eduardo Pires, João Almeida, Pedro Neto

Publikováno v: Computers & Structures. 82:1495-1502

The behaviour of concrete externally strengthened by sheets of carbon fibre reinforced polymer (CFRP) is analysed using the finite element method. For this purpose, a discrete crack approach based on non-linear fracture mechanics is adopted. The bond

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::452f415192c57f41f7b60b32c98e53ea
https://doi.org/10.1016/j.compstruc.2004.03.045

Advances in Fracture and Damage Mechanics VI

Autor: Jorge Alfaiate, M.H. Aliabadi, Mario Guagliano, Luca Susmel

International Conference on Fracture and Damage Mechanics VI, 17-19 July 2007, Madeira, Portugal

The influence of load misalignment on FRP-concrete bond behaviour, a numerical study

Autor: Neto, P., Jorge Alfaiate

Publikováno v: CIÊNCIAVITAE
Scopus-Elsevier
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

Various authors have used pure shear test models in order to describe the bond between FRP and concrete. However, considerable dispersion of the parameters which characterize the bond behaviour has been found. In pure shear models it is assumed that

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::37f38ffb487710d8333d0cd750db59c9
http://www.scopus.com/inward/record.url?eid=2-s2.0-84858952634&partnerID=MN8TOARS

Key Engineering Materials: Preface

Autor: Jorge Alfaiate, Aliabadi, M. H., Guagliano, M., Susmel, L.

Publikováno v: Scopus-Elsevier
CIÊNCIAVITAE

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::50bc7602431615f1160b64fa39d326a6
http://www.scopus.com/inward/record.url?eid=2-s2.0-34547159734&partnerID=MN8TOARS

Conforming finite elements with embedded strong discontinuities

Autor: Dias-Da-Costa, D., Jorge Alfaiate, Sluys, L. J., Areias, P., Fernandes, C., Júlio, E.

Publikováno v: Scopus-Elsevier
Delft University of Technology
ECCOMAS 2012: 6th European Congress on Computational Methods in Applied Sciences and Engineering, Vienna, Austria, 10-14 September 2012
CIÊNCIAVITAE

The possibility of embedding strong discontinuities into finite elements allowed the simulation of different problems, namely, brickwork masonry fracture, dynamic fracture, failure in finite strain problems and simulation of reinforcement concrete me

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::16fd034acd3f87478a50eae59cf9eef5
http://www.scopus.com/inward/record.url?eid=2-s2.0-84871632737&partnerID=MN8TOARS