Characterization of Non-proprietary UHPC for Use in Rehabilitation/Strengthening Applications

Ana Mafalda Matos*, Sandra Nunes, Carla Costa, José L. Barroso-Aguiar

*Corresponding author for this work

Research output: Chapter in Book/Conference proceedings/Edited volumeChapterScientificpeer-review

7 Citations (Scopus)

Abstract

UHPFRC has become one of the most promising cement-based materials for the next generation of infrastructures because of its good workability, outstanding mechanical properties, and excellent durability. A promising field of application is the rehabilitation and/or strengthening of existing reinforced concrete structures, in which a new layer of UHPFRC replaces the deteriorated concrete (cracked, carbonated, chloride attack, etc.). The combination of the UHPFRC as protective layer, which can be reinforced, provides a simple and efficient way of increasing the durability (extending the service life), the stiffness and structural resistance capacity while keeping compact cross sections. A study was carried out to test a non-proprietary UHPC mix containing equilibrium catalyst to determine whether this new mix is a viable option for rehabilitation/strengthening applications. Several mechanical properties and durability were assessed, such as early age E-modulus development and autogenous shrinkage, compressive strength evolution in time, uniaxial tensile strength, water absorption by capillarity, chloride ion penetration, alkali-silica reactivity and sulphates attack resistance. Test results show that new UHPC developed present equivalent performance to other UHPCs cured under normal curing conditions.

Original languageEnglish
Title of host publicationRILEM Bookseries
PublisherSpringer
Pages552-559
Number of pages8
DOIs
Publication statusPublished - 2020
Externally publishedYes

Publication series

NameRILEM Bookseries
Volume23
ISSN (Print)2211-0844
ISSN (Electronic)2211-0852

Keywords

  • Autogenous shrinkage
  • Durability
  • Early age E-modulus
  • UHPFRC
  • Uniaxial tensile strength

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