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(Reference retrieved automatically from Web of Science through information on FAPESP grant and its corresponding number as mentioned in the publication by the authors.)

Influence of fire on temperature gradient and physical-mechanical properties of macro-synthetic fiber reinforced concrete for tunnel linings

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Author(s):
Serafini, Ramoel [1, 2] ; Dantas, Sergio R. A. [1] ; Salvador, Renan P. [3, 1] ; Agra, Ronney R. [1, 2] ; Rambo, Dimas A. S. [3] ; Berto, Antonio F. [2] ; de Figueiredo, Antonio D. [1]
Total Authors: 7
Affiliation:
[1] Univ Sao Paulo, Polytech Sch, Dept Civil Construct Engn, Ave Prof Almeida Prado, Travessa 2, 83, BR-05424970 Sao Paulo - Brazil
[2] Inst Technol Res, Ave Prof Almeida Prado 532, BR-05508901 Sao Paulo - Brazil
[3] Univ Sao Judas Tadeu, Dept Civil Engn, Rua Taquari 546, BR-03166000 Sao Paulo - Brazil
Total Affiliations: 3
Document type: Journal article
Source: CONSTRUCTION AND BUILDING MATERIALS; v. 214, p. 254-268, JUL 30 2019.
Web of Science Citations: 1
Abstract

This study aims to evaluate the effect of fire on the physical, mechanical, and microstructural properties of macro-synthetic fiber reinforced concrete. Results demonstrated that internal heating rate is constant through time and is a function of the distance from the fire. Temperature gradient values are nonlinear, reduce at greater distances from the heated surface and with the duration of the fire. Microstructural analysis shows the severe dehydration of hydrated products, which negatively influences the mechanical properties of the composite. Above 205 degrees C the formation of nesosilicates is verified. Residual flexural strength values reduce by over 85% after the fire exposure due to deterioration of the reinforcing mechanism. Compressive strength and elastic modulus drastically reduce with temperature increase. The present study contributes to the absent literature on the post-fire mechanical behavior of MSFRC, suggests an alternative approach to the post-fire evaluation of tunnel structures, and aids in the definition of post-fire safety parameters. (C) 2019 Elsevier Ltd. All rights reserved. (AU)

FAPESP's process: 17/00125-9 - Characterization of chemical properties, mechanical performance and durability of sprayed concrete
Grantee:Renan Pícolo Salvador
Support Opportunities: Scholarships in Brazil - Post-Doctoral
FAPESP's process: 15/25457-9 - Effect of temperature on the in-situ and post-heating residual strength of FRC tunnel segments by means of Simplified Barcelona test
Grantee:Dimas Alan Strauss Rambo
Support Opportunities: Scholarships in Brazil - Post-Doctoral