Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Structural Integrity and Durability of Structures Vol. 15, No. 55 (2021)

Thermal Emission analysis to predict damage in specimens of High Strength Concrete

Author and affiliation details
  • Filippo Cucinotta University of Messina, Department of Engineering, Italy
  • Antonino D'Aveni University of Catania, Italy
  • Eugenio Guglielmino University of Messina, Department of Engineering, Italy
  • Antonino Risitano C.R.P.S. s.r.l., Italy
  • Giacomo Risitano University of Messina, Department of Engineering, Italy
  • Dario Santonocito Corresponding author University of Messina, Italy ORCID iD0000-0002-9709-9638 dsantonocito@unime.it
DOI
10.3221/IGF-ESIS.55.19
Pages
258-270
Published
Licence
CC BY 4.0

Abstract

In this paper thermal analysis was applied to determine the “Critical Stress” of concrete, different from its ultimate strength, able to produce the first damage in the structures under compressive loads. The Critical Stress can be thought as the stress able to produce the beginning of fatigue rupture within the material. Several specimens of high strength concrete were tested in order to define the incipient crack phenomena, also in internal part of the specimen not accessible by direct inspections, with the aid of infrared thermography. A finite element analysis completes the study and compares, for the same static loading conditions, the stress state with the experimental thermographic images. The final results show as the coupling of normal compressive test and the acquisition of the thermal images can be a useful aid to estimate a security stress value, indeed the Critical Stress, before the Ultimate Serviceability Limit (SLU) of the structure, defined as the maximum load condition before its failure.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 11 days
  3. Published

How to cite

APA

Cucinotta, F., D'Aveni, A., Guglielmino, E., Risitano, A., Risitano, G., & Santonocito, D. (2020). Thermal Emission analysis to predict damage in specimens of High Strength Concrete. Fracture and Structural Integrity, 15(55), 258–270. https://doi.org/10.3221/IGF-ESIS.55.19

IEEE

F. Cucinotta, A. D'Aveni, E. Guglielmino, A. Risitano, G. Risitano, and D. Santonocito, “Thermal Emission analysis to predict damage in specimens of High Strength Concrete,” Fracture and Structural Integrity, vol. 15, no. 55, pp. 258–270, 2020, doi: 10.3221/IGF-ESIS.55.19.

MLA

Cucinotta, Filippo, et al. “Thermal Emission analysis to predict damage in specimens of High Strength Concrete.” Fracture and Structural Integrity, vol. 15, no. 55, 2020, pp. 258–270. https://doi.org/10.3221/IGF-ESIS.55.19.

Chicago

Cucinotta, Filippo, Antonino D'Aveni, Eugenio Guglielmino, Antonino Risitano, Giacomo Risitano, and Dario Santonocito. 2020. “Thermal Emission analysis to predict damage in specimens of High Strength Concrete.” Fracture and Structural Integrity 15 (55): 258–270. https://doi.org/10.3221/IGF-ESIS.55.19.

Harvard

Cucinotta, F., D'Aveni, A., Guglielmino, E., Risitano, A., Risitano, G. and Santonocito, D. (2020) ‘Thermal Emission analysis to predict damage in specimens of High Strength Concrete’, Fracture and Structural Integrity, 15(55), pp. 258–270. doi: 10.3221/IGF-ESIS.55.19.

Vancouver

Cucinotta F, D'Aveni A, Guglielmino E, Risitano A, Risitano G, Santonocito D. Thermal Emission analysis to predict damage in specimens of High Strength Concrete. Fracture and Structural Integrity. 2020;15(55):258-270. doi:10.3221/IGF-ESIS.55.19

BibTeX

@article{cucinotta2020, author = {Cucinotta, Filippo and D'Aveni, Antonino and Guglielmino, Eugenio and Risitano, Antonino and Risitano, Giacomo and Santonocito, Dario}, title = {Thermal Emission analysis to predict damage in specimens of High Strength Concrete}, journal = {Fracture and Structural Integrity}, year = {2020}, volume = {15}, number = {55}, pages = {258--270}, doi = {10.3221/IGF-ESIS.55.19}, url = {https://doi.org/10.3221/IGF-ESIS.55.19}, issn = {1971-8993} }

RIS

TY - JOUR AU - Cucinotta, Filippo AU - D'Aveni, Antonino AU - Guglielmino, Eugenio AU - Risitano, Antonino AU - Risitano, Giacomo AU - Santonocito, Dario TI - Thermal Emission analysis to predict damage in specimens of High Strength Concrete JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2020 DA - 2020/12/28 VL - 15 IS - 55 SP - 258 EP - 270 DO - 10.3221/IGF-ESIS.55.19 UR - https://doi.org/10.3221/IGF-ESIS.55.19 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2020 Filippo Cucinotta, Antonino D'Aveni, Eugenio Guglielmino, Antonino Risitano, Giacomo Risitano, Dario Santonocito.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)