Hadi Mazaheripour
Hadi Mazaheripour
University of Porto, Faculty of Engineering
Email verificata su fe.up.pt - Home page
Titolo
Citata da
Citata da
Anno
The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete
H Mazaheripour, S Ghanbarpour, SH Mirmoradi, I Hosseinpour
Construction and Building Materials 25 (1), 351-358, 2011
2562011
Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete
H Mazaheripour, JAO Barros, JM Sena-Cruz, M Pepe, E Martinelli
Composite Structures 95, 202-212, 2013
1162013
Numerical calibration of bond law for GFRP bars embedded in steel fibre-reinforced self-compacting concrete
M Pepe, H Mazaheripour, J Barros, J Sena-Cruz, E Martinelli
Composites Part B: Engineering 50, 403-412, 2013
362013
Deflection and cracking behavior of SFRSCC beams reinforced with hybrid prestressed GFRP and steel reinforcements
H Mazaheripour, JAO Barros, F Soltanzadeh, J Sena-Cruz
Engineering Structures 125, 546-565, 2016
212016
Shear resistance of SFRSCC short-span beams without transversal reinforcements
F Soltanzadeh, AE Behbahani, H Mazaheripour, JAO Barros
Composite Structures 139, 42-61, 2016
172016
Tension-stiffening model for FRC reinforced by hybrid FRP and steel bars
H Mazaheripour, JAO Barros, J Sena-Cruz
Composites Part B: Engineering 88, 162-181, 2016
172016
Effect of fiber dosage and prestress level on shear behavior of hybrid GFRP-steel reinforced concrete I-shape beams without stirrups
F Soltanzadeh, A Edalat-Behbahani, JAO Barros, H Mazaheripour
Composites Part B: Engineering 102, 57-77, 2016
162016
Homotopy perturbation method for solving twelfth order boundary value problems
H Mirmoradi, H Mazaheripour, S Ghanbarpour, A Barari
International Journal of Research and Reviews in Applied Sciences 1 (2), 163-173, 2009
152009
Analytical bond model for GFRP bars to steel fiber reinforced self-compacting concrete
H Mazaheripour, JAO Barros, J Sena-Cruz, F Soltanzadeh
Journal of composites for construction 17 (6), 04013009, 2013
142013
Microstructure-based prediction of the elastic behaviour of hydrating cement pastes
H Mazaheripour, R Faria, G Ye, E Schlangen, J Granja, M Azenha
Applied Sciences 8 (3), 442, 2018
132018
The effect of type and volume fraction (VF) of steel fiber on the mechanical properties of self‐compacting concrete
S Ghanbarpour, H Mazaheripour, SH Mirmoradi, A Barari
Journal of Engineering, Design and Technology, 2010
102010
Experimental study on shear behavior of HPFRC beams reinforced by hybrid pre-stressed GFRP and steel bars
F Soltanzadeh, H Mazaheripour, JAO Barros, M Taheri, J Sena-Cruz
82014
Shear capacity of HPFRC beams flexurally reinforced with steel and prestressed GFRP bars
F Soltanzadeh, H Mazaheripour, JAO Barros, J Sena-Cruz
Universidade do Minho, 2013
82013
Experimental and theoretical study on bond behavior of GFRP bars in steel fiber reinforced self compacting concrete
H Mazaheripour, JAO Barros, M Pepe, A Giliberti, E Martinelli
Creations, 2012
52012
Interfacial bond behaviour of GFRP bar in self-compacting fiber reinforced concrete
H Mazaheripour, JAO Barros, F Soltanzadeh, D Gonalves
42012
Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams
H Mazaheripour
PQDT-Global, 2015
22015
Microstructure-based modelling prediction of elasticity in hydrating cement paste
H Mazaheripour, R Faria, G Ye, E Schlangen, JLD Granja, M Azenha
12017
Modelling macroscopic shrinkage of hardened cement paste considering CSH densification
H Mazaheripour, R Faria, M Azenha, G Ye
Advances in Cement Research 33 (6), 257-284, 2021
2021
Report 7-Prediction of Thermal Properties of Concrete Material at Early Ages Using a Multiscale Modeling Strategy (T2)
R Faria, H Mazaheripour, M Azenha, A Abrishambaf, G Ye
2018
Microstructure-based 3D modelling of diffusivity in sound and cracked cement paste
H Mazaheripour, R Faria, M Azenha, G Ye, E Schlangen
Symposium on Concrete Modelling, 321-332, 2018
2018
Il sistema al momento non pu eseguire l'operazione. Riprova pi tardi.
Articoli 1–20