Carlos Gil Berrocal
Carlos Gil Berrocal is a senior lecturer at the Division of Structural Engineering, research group Concrete Structures. His research focuses on the durability and performance of reinforced concrete structures, combining experimental work and advanced monitoring techniques with numerical modeling. Main areas of interest include the interplay between corrosion and cracking in reinforced concrete, the use of hybrid and fiber-reinforced materials to enhance durability, and the application of distributed optical fiber sensing to assess structural performance. His research also extends to resource-efficient design approaches for concrete structures and the response of concrete members under restraint loading conditions
Showing 67 publications
Strain distributions for shotcrete failure in hard rock tunnels
Fiberarmering i kombination med efterspänning
Bond behaviour of concrete with fine recycled aggregate
Experimental dataset for loads on hard rock shotcrete tunnel linings in a laboratory environment
Strain and Temperature Monitoring in Early-Age Concrete by Distributed Optical Fiber Sensing
Investigation of the Impact of Concrete Surface Treatment Methods on the Interfacial Bond Strength
The need for research and innovation to facilitate upscaling of low-carbon concrete
Klimatförbättrad vattenbyggnadsbetong utan kylbehov
Karbonatisering - En förbisedd koldioxidsänka
Climate-smarter design of Soil-Steel Composite Bridges using Set-Based Design
Experimental design for shotcrete tunnel lining with distributed optical fibre monitoring
Process for verification of performance requirements for transport infrastructure
Crack monitoring in reinforced concrete beams by distributed optical fiber sensors
A fiber optics enriched Digital Twin for assessment of reinforced concrete structures
The effect of fibres on corrosion of reinforced concrete
Mechanical Properties of 30 Year-Old Naturally Corroded Steel Reinforcing Bars
Electrical resistivity measurements in steel fibre reinforced cementitious materials
The road to sensor-driven cloud-based infrastructure management
The effect of fibres on steel bar corrosion and flexural behaviour of corroded RC beams
CYBERBRIDGE: AN INTERACTIVE TOOL TO PROMOTE ACTIVE LEARNING IN STRUCTURAL ENGINEERING COURSES
Analytisk beräkningsmodell för tvångsprickor hos kombinationsarmerade konstruktionselement
Adaptive inverse analysis (AIA) applied and verified on various fiber reinforced concrete composites
A ROAD TOWARDS A BETTER WRITING
Corrosion-induced cracking and bond behaviour of corroded reinforcement bars in SFRC
Corrosion-induced cracking and bond behaviour of corroding reinforcement bars in SFRC
FIbrer i anläggningskonstruktioner
Replication of Crack Pattern in FE Analysis Based on Discretization of Tension Softening Curves
Characterisation of bending cracks in R/FRC using image analysis
Influence of fibre reinforcement on the initiation of corrosion-induced cracks
Investigation on the influence of fibre reinforcement on chloride induced corrosion of RC structures
Kan fibrer påverka beständigheten av konventionellt armerade betongkonstruktioner?
Chloride Induced Corrosion of Steel Bars in Fibre Reinforced Concrete
Experimental Investigation on Rebar Corrosion in Combination with Fibres
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Showing 9 research projects
Resource-efficient design of concrete slabs with prestressed CFRP
Rekommendationer för val av sprickavstånd vid tvångslaster
Methods for cracking risk assessment and limitation in hardening concrete
SensIT - Sensor driven cloud-based strategies for infrastructure management
Hybrid reinforcement solutions in chloride environment: durability, safety and life cycle costs