Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Identification of early-age concrete temperatures and strains: Monitoring and numerical simulation
Publication

Publications

Identification of early-age concrete temperatures and strains: Monitoring and numerical simulation

Title
Identification of early-age concrete temperatures and strains: Monitoring and numerical simulation
Type
Article in International Scientific Journal
Year
2009
Authors
Miguel Azenha
(Author)
Other
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page Without ORCID
Denise Ferreira
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Journal
Vol. 31
Pages: 369-378
ISSN: 0958-9465
Publisher: Elsevier
Indexing
Scientific classification
FOS: Engineering and technology > Civil engineering
Other information
Authenticus ID: P-003-HNJ
Abstract (EN): Concrete at early-ages experiences thermal deformations due to the heat generation caused by the cement hydration reactions. These deformations may lead to cracking of concrete, for which the use of numerical models in order to foresee and prevent this problem is of crucial importance. However, these numerical models must be appropriately validated by monitoring the young concrete behaviour. The conducted research regards an experimental work carried out with two main goals: (i) to evaluate the performance of different kinds of strain gages, in order to determine the more adequate ones for monitoring concrete deformations during early-ages after casting; (ii) to interpret the experimental measurements of temperatures and strains in concrete, by using a numerical model. Two different vibrating wire strain gages were used to measure early-age deformations in a concrete prism tested in the laboratory: one with a metallic housing and the other with a plastic one. The instant of solidarization of the sensors to concrete and the temperature sensitivity of their signals during the pre-solidarization period are key points as far as measurement of concrete early-age strains is concerned, which were examined for the present work. A thermo-mechanical numerical model was used to simulate the early-age concrete behaviour of the specimen. After a brief description of the model background, a comparison of the numerical predictions with the experimental results is made.
Language: English
Type (Professor's evaluation): Scientific
Contact: rfaria@fe.up.pt
No. of pages: 10
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same journal

Rheological characterization of SCC mortars and pastes with changes induced by cement delivery (2011)
Article in International Scientific Journal
Sandra Nunes; Paula Milheiro Oliveira; Joana Sousa Coutinho; Joaquim Figueiras
Modelling of concrete at early ages: Application to an externally restrained slab (2006)
Article in International Scientific Journal
Faria, R; Azenha, M; Figueiras, JA
Mechanical behaviour of cementitious matrix composites (1996)
Article in International Scientific Journal
A. G. Magalhães; António Torres Marques; F. M. F. Oliveira; P. Soukatchoff
Linking fresh and durability properties of paste to SCC mortar (2014)
Article in International Scientific Journal
Helena Figueiras; Sandra Nunes; Joana Sousa Coutinho; Carmen Andrade

See all (6)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-07-13 at 01:48:01 | Privacy Policy | Personal Data Protection Policy | Whistleblowing