Follow
Cristina Miās
Cristina Miās
Universitat de Girona
Verified email at xtec.cat
Title
Cited by
Cited by
Year
An experimental study of different factors affecting the bond of NSM FRP bars in concrete
IA Sharaky, L Torres, M Baena, C Miās
Composite Structures 99, 350-365, 2013
1422013
Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams
C Barris, L Torres, I Vilanova, C Mias, M Llorens
Engineering structures 131, 231-242, 2017
1072017
Cracking and deflections in GFRP RC beams: an experimental study
C Barris, L Torres, J Comas, C Mias
Composites Part B: Engineering 55, 580-590, 2013
862013
Experimental study of immediate and time-dependent deflections of GFRP reinforced concrete beams
C Mias, L Torres, A Turon, C Barris
Composite Structures 96, 279-285, 2013
662013
Effect of material properties on long-term deflections of GFRP reinforced concrete beams
C Mias, L Torres, A Turon, IA Sharaky
Construction and Building Materials 41, 99-108, 2013
622013
Design of FRP reinforced concrete beams for serviceability requirements
C Barris, L Torres, C Miās, I Vilanova
Journal of Civil Engineering and Management 18 (6), 843-857, 2012
512012
Analysis of cracking behaviour and tension stiffening in FRP reinforced concrete tensile elements
M Baena, L Torres, A Turon, C Miās
Composites Part B: Engineering 45 (1), 1360-1367, 2013
502013
Short and long-term cracking behaviour of GFRP reinforced concrete beams
C Mias, L Torres, M Guadagnini, A Turon
Composites Part B: Engineering 77, 223-231, 2015
462015
Experimental study and code predictions of fibre reinforced polymer reinforced concrete (FRP RC) tensile members
M Baena, A Turon, L Torres, C Miās
Composite Structures 93 (10), 2511-2520, 2011
382011
A simplified method to obtain time-dependent curvatures and deflections of concrete members reinforced with FRP bars
C Miās, L Torres, A Turon, M Baena, C Barris
Composite structures 92 (8), 1833-1838, 2010
222010
A rational method to predict long-term deflections of FRP reinforced concrete members
L Torres, C Miās, A Turon, M Baena
Engineering Structures 40, 230-239, 2012
192012
Experimental study of flexural behaviour of GFRP reinforced concrete beams
C Barris, L Torres, A Turon, M Baena, C Mias
Fourth International Conference on FRP Composites in Civil Engineering …, 2008
102008
Long term performance of GFRP bars under the combined effects of sustained load and severe environments
H Fergani, M Di Benedetti, M Guadagnini, C Lynsdale, C Mias
8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in …, 2016
92016
Experimental study of time-dependent behaviour of concrete members reinforced with GFRP bars
C Miās, L Torres, A Turon, M Baena, I Vilanova, M Llorens
Advances in FRP Composites in Civil Engineering: Proceedings of the 5th …, 2011
52011
Characterization and durability study of GFRP bars exposed to severe environments and under sustained loads
H Fergani, M Di Benedetti, M Guadagnini, C Lynsdale, C Mias
Proceedings of the Fifth International Conference on Durability of Fiber …, 2017
42017
Strength of GFRP RC beams after sustained loading
C Mias, M Guadagnini, L Torres, C Barris, H Fergani
FRPRCS-12, APFIS-2015, 2015
42015
Long-term flexural behaviour of GFRP RC members under sustained loads and aggressive environment
H Fergani, M Di Benedetti, C Mias, C Lynsdale, M Guadagnini
Conference: COST Action TU1207 Next Generation Design Guidelines for …, 2017
32017
Aprendiendo Matemáticas a través de Dalí y Picasso. Propuesta de intervenciķn para la enseņanza de geometría a alumnos de 2ēESO
C Miās
Trabajo Fin de Máster. UNIR, 2017
22017
Durability of GFRP bars in concrete beams
H Fergani, M Guadagnini, C Lynsdale, C Mias
Proceedings of the 12th International Symposium on Fiber Reinforced Polymers …, 2015
22015
Experimental time-dependent deflections of concrete beams reinforced with gfrp bars
C Miās, L Torres, A Turon, C Barris
Advances in FRP composites in civil engineering springer Berlin Heidelberg …, 2011
22011
The system can't perform the operation now. Try again later.
Articles 1–20