Cristina Barris

Professora Agregada

Universitat de Girona

Spain

Research Interests

Explore related searches

Professors in Spain

Contact this professor

Get a free first email built on one of their papers, ready for you to edit and send yourself.

About

Professora Agregada Cristina Barris is a faculty member at Universitat de Girona, Spain. Her research focuses on the behavior and strengthening of reinforced concrete elements using fiber reinforced polymers (FRP) and includes recent studies on bond performance, flexural behavior, and cracking in concrete beams. Through her work, she aims to advance the understanding of FRP-to-substrate bonded joints and improve design approaches in civil engineering applications.

Articles (17)

Year:

2025

Year:

2025

Year:

2025

Year:

2025

Year:

2024

Year:

2024

Year:

2023

Year:

2023

Year:

2023

Year:

2023

Year:

2023

Year:

2022

Year:

2022

Year:

2022

Year:

2021

Year:

2021

Year:

2021

Collaborators (6)

Ricardo Perera

Universidad Politécnica de Madrid

SPAIN

View details

Eva Oller

Full Professor

Universitat Politècnica de Catalunya

SPAIN

View details

Laura Carreras

Aalborg University

DENMARK

View details

ALEJANDRO PEREZ CALDENTEY

Universidad Politécnica de Madrid

SPAIN

View details

Marta Baena

Professora Agregada

Universitat de Girona

SPAIN

View details

Lluis Torres

Professor (Structural Engineering)

Universitat de Girona

SPAIN

View details

ApplyKite TwinLearns as you apply

Make your next move.

Prepare your application

Review drafts before you send them.

Cristina Barris

Research Interests

Explore related searches

Contact this professor

About

Articles (17)

A design-oriented solution for FRP-to-substrate bonded joints with a transversely compressed mechanical end anchorage

Comparison of Code Approaches for the SLS Design of GFRP Reinforced Concrete Flexural Members

Analytical model to predict crack width and spacing of reinforced concrete elements externally strengthened with fiber reinforced polymers

Experimental investigation on bond behaviour of HB FRP strengthened concrete elements

Experimental and theoretical study on the flexural behaviour of RC beams strengthened with externally bonded reinforcement on grooves CFRP laminates

Experimental study and numerical prediction of the bond-slip law for concrete elements strengthened with FRP using metaheuristic algorithm

Bond performance of fiber reinforced polymer bars in normal- and high-strength concrete

Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement

Flexural Performance and End Debonding Prediction of NSM Carbon FRP-Strengthened Reinforced Concrete Beams under Different Service Temperatures

Assessment of fib Bulletin 90 Design Provisions for Intermediate Crack Debonding in Flexural Concrete Elements Strengthened with Externally Bonded FRP

Analysis of FRP-Strengthened Reinforced Concrete Beams Using Electromechanical Impedance Technique and Digital Image Correlation System

Time-dependent behavior of NSM CFRP-strengthened RC beams under different service temperatures

Confinement of FRP concrete columns: Review of design guidelines and comparison with experimental results

Influence of Bond Characterization on Load-Mean Strain and Tension Stiffening Behavior of Concrete Elements Reinforced with Embedded FRP Reinforcement

Sustained Loading Bond Response and Post-Sustained Loading Behaviour of NSM CFRP-Concrete Elements under Different Service Temperatures

Analysis of the Impact of Sustained Load and Temperature on the Performance of the Electromechanical Impedance Technique through Multilevel Machine Learning and FBG Sensors

Performance of Linear Mixed Models to Assess the Effect of Sustained Loading and Variable Temperature on Concrete Beams Strengthened with NSM-FRP

Collaborators (6)

Ricardo Perera

Eva Oller

Laura Carreras

ALEJANDRO PEREZ CALDENTEY

Marta Baena

Lluis Torres

Make your next move.