View in EDS

Thermo-mechanical properties and stress-strain curves of ordinary cementitious mortars at elevated temperatures.

Saved in:
Bibliographic Details
Title: Thermo-mechanical properties and stress-strain curves of ordinary cementitious mortars at elevated temperatures.
Authors: Bamonte, Patrick1 (AUTHOR) patrick.bamonte@polimi.it, Gambarova, Pietro G.1 (AUTHOR), Sciarretta, Francesca2 (AUTHOR)
Source: Construction & Building Materials. Jan2021, Vol. 267, pN.PAG-N.PAG. 1p.
Subjects: Stress-strain curves, High temperatures, Mortar, Thermal diffusivity, Elastic modulus, Strains & stresses (Mechanics), Thermocycling
Abstract: • Mechanical properties of ordinary cementitious mortars at high temperature compared to literature information. • Thermal diffusivity of cementitious mortars as a function of the temperature. • Strength on cylinders vs. strength on cubes at high temperature. • Measurement of the stress–strain curves in compression, including softening, after a thermal cycle at high temperature. • Simple analytical formulation of the stress–strain law in compression as a function of the temperature up to 600 °C. The mechanical behaviour of three bed-fixing mortars (one reference cement-lime mortar , cube strength ≈ 5 MPa and two cement mortars , cube strength ≈ 10 and 15 MPa) is investigated in this project in ordinary conditions and after being heated to 200, 400 and 600 °C, and up to 900 °C to evaluate the thermal diffusivity. The objectives of this study are two: (a) to extend the database on the high-temperature behaviour of ordinary cementitious mortars; and (b) to develop stress–strain relationships as a function of the temperature, that may be useful in the formulation of macro finite elements for masonry structures. On the whole, the heat-induced mechanical decay of the cementitious mortars investigated in this study (a) agrees with the experimental results available in the literature and (b) is very similar to that of ordinary concrete, as far as it concerns the compressive strength, tensile strength and elastic modulus. Compared to concrete at high temperatures, however, the mass loss in the mortars is higher, the thermal diffusivity is always smaller and the softening branch of the stress–strain curves indicates a definitely higher ductility. The test results allow calibrating an analytical stress–strain law in compression. The formulation is derived from that provided by Eurocode 2 for concrete at high temperature, but accounting for the smaller elastic modulus, the greater ductility and the gentler softening of the mortars at any temperature. [ABSTRACT FROM AUTHOR]
Copyright of Construction & Building Materials is the property of Elsevier B.V. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
Description
Abstract:• Mechanical properties of ordinary cementitious mortars at high temperature compared to literature information. • Thermal diffusivity of cementitious mortars as a function of the temperature. • Strength on cylinders vs. strength on cubes at high temperature. • Measurement of the stress–strain curves in compression, including softening, after a thermal cycle at high temperature. • Simple analytical formulation of the stress–strain law in compression as a function of the temperature up to 600 °C. The mechanical behaviour of three bed-fixing mortars (one reference cement-lime mortar , cube strength ≈ 5 MPa and two cement mortars , cube strength ≈ 10 and 15 MPa) is investigated in this project in ordinary conditions and after being heated to 200, 400 and 600 °C, and up to 900 °C to evaluate the thermal diffusivity. The objectives of this study are two: (a) to extend the database on the high-temperature behaviour of ordinary cementitious mortars; and (b) to develop stress–strain relationships as a function of the temperature, that may be useful in the formulation of macro finite elements for masonry structures. On the whole, the heat-induced mechanical decay of the cementitious mortars investigated in this study (a) agrees with the experimental results available in the literature and (b) is very similar to that of ordinary concrete, as far as it concerns the compressive strength, tensile strength and elastic modulus. Compared to concrete at high temperatures, however, the mass loss in the mortars is higher, the thermal diffusivity is always smaller and the softening branch of the stress–strain curves indicates a definitely higher ductility. The test results allow calibrating an analytical stress–strain law in compression. The formulation is derived from that provided by Eurocode 2 for concrete at high temperature, but accounting for the smaller elastic modulus, the greater ductility and the gentler softening of the mortars at any temperature. [ABSTRACT FROM AUTHOR]
ISSN:09500618
DOI:10.1016/j.conbuildmat.2020.121027