CUENCA ASENSIO, ESTEFANIA

CUENCA ASENSIO, ESTEFANIA  

DIPARTIMENTO DI INGEGNERIA CIVILE E AMBIENTALE  

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Risultati 1 - 20 di 54 (tempo di esecuzione: 0.085 secondi).
Titolo Data di pubblicazione Autori File
A material-performance-based database for FRC and RC elements under shear loading 1-gen-2018 Cuenca, EstefaniáSERNA ROS, PEDRO +
A methodology to assess crack-sealing effectiveness of crystalline admixtures under repeated cracking-healing cycles 1-gen-2018 Cuenca, EstefaníaFerrara, Liberato +
An application oriented state-of-art and research-need perspective on self-healing fibre-reinforced cementitious composites 1-gen-2020 Ferrara, LiberatoCuenca Asensio, EstefaniaLo Monte, Francesco +
AN EXPERIMENTAL METHODOLOGY TO ASSESS EFFECTS OF HEALING ON FREEZE-THAW DAMAGED ULTRA HIGH-PERFORMANCE CONCRETE 1-gen-2022 N. P. KannikachalamE. Cuenca AsensioL. Ferrara +
AN EXPERIMENTAL SET UP TO ASSESS THE EFFECTS OF CRACK SEALING ON THE CONCRETE-REINFORCEMENT BOND IN CHLORIDE ENVIRONMENTS 1-gen-2019 E. CuencaL. Ferrara +
An experimental study on the shear behaviour of reinforced concrete beams with macro-synthetic fibres 1-gen-2018 Serna, P.Cuenca, E. +
Are steel fibres able to mitigate or eliminate size effect in shear? 1-gen-2014 Cuenca Asensio Estefania +
Assessment of Sustainability and Self-Healing Performances of Recycled Ultra-High-Performance Concrete 1-gen-2023 Kannikachalam, Niranjan Prabhudi Summa, DavideCuenca Asensio, EstefaniaFerrara, Liberato +
Autogenous self-healing capacity of early-age ultra-high-performance fiber-reinforced concrete 1-gen-2021 Cuenca Asensio Estefania +
Calibrating a crack self-healing kinetic law for Ultra High Performance Concrete from five years of experimental work in the Horizon 2020 ReSHEALience project 1-gen-2024 Z. HuangE. Cuenca AsensioL. Ferrara
Can we mitigate or eliminate size effect in shear by utilizing steel fibers? 1-gen-2011 Cuenca Asensio Estefania. +
Cellulose nanofibers to improve the mechanical and durability performance of self-healing Ultra-High Performance Concretes exposed to aggressive waters 1-gen-2023 Cuenca, EstefaniaFerrara, Liberato +
Concept of Ultra High Durability Concrete for improved durability in chemical environments: Preliminary results 1-gen-2019 E. CuencaL. Ferrara +
Contribution of steel fibers to the flexural and shear behavior of RC beams damaged by alkali-silica reaction 1-gen-2023 Cuenca Estefania +
Crack sealing capacity in chloride-rich environments of mortars containing different cement substitutes and crystalline admixtures 1-gen-2018 Cuenca, EstefaniaFerrara, Liberato +
Crystalline Admixture as Healing Promoter in Concrete Exposed to Chloride-Rich Environments: Experimental Study 1-gen-2021 Cuenca Asensio E.Ferrara L. +
EFFECTIVENESS OF SELF-HEALING TECHNOLOGIES IN CEMENT BASED MATERIALS: CONCEPT FOR AN INTER-LABORATORY EXPERIMENTAL EVALUATION BY MULTIPLE TEST METHODS. A PROPOSAL BY COST ACTION CA 15202 SARCOS 1-gen-2018 L. FerraraE. CuencaF. Lo Monte +
Effects of Alumina Nanofibers and Cellulose Nanocrystals on Durability and Self-Healing Capacity of Ultrahigh-Performance Fiber-Reinforced Concretes 1-gen-2022 Cuenca, EstefaníaFerrara, Liberato +
Effects of Autogenous and Stimulated Self-Healing on Durability and Mechanical Performance of UHPFRC: Validation of Tailored Test Method through Multi-Performance Healing-Induced Recovery Indices 1-gen-2021 Cuenca, EstefaníaLo Monte, FrancescoFerrara, Liberato +
Experimental characterization of the self-healing capacity of cement based materials and its effects on the material performance: A state of the art report by COST Action SARCOS WG2 1-gen-2018 Ferrara, LiberatoCuenca, Estefania +