Preprint Article Version 1 Preserved in Portico This version is not peer-reviewed

Resistance of Concrete With Various Types of Coarse Aggregate to Coupled Effects of Thermal Shocks and Chemicals

Version 1 : Received: 7 December 2023 / Approved: 12 December 2023 / Online: 12 December 2023 (05:01:42 CET)

A peer-reviewed article of this Preprint also exists.

Hossain, M.M.; Al-Deen, S.; Shill, S.K.; Hassan, M.K. Resistance of Concrete with Various Types of Coarse Aggregate to Coupled Effects of Thermal Shocks and Chemicals. Materials 2024, 17, 791. Hossain, M.M.; Al-Deen, S.; Shill, S.K.; Hassan, M.K. Resistance of Concrete with Various Types of Coarse Aggregate to Coupled Effects of Thermal Shocks and Chemicals. Materials 2024, 17, 791.

Abstract

Rigid pavements at military airfields experience surface deterioration within 6-18 months of construction. The cause of this degradation is mainly due to combined exposure to repeated heat shocks from jet engine exhaust and spilled aviation oils (hydrocarbons). Surface degradation occurs in the form of disintegration of aggregates and cement paste into small pieces that pose severe risks of physical injury to maintenance crews or damage to an aircraft engine. Since coarse aggregates typically occupy 60-80% of the concrete volume, aggregates' thermal properties and microstructure should play a crucial role in the degrading mechanism. At high temperatures, concrete with lightweight aggregates is reported to have better performance compared to concrete with normal-weight aggregate. Thus, the present study carried out a detailed investigation of the mechanical and thermal performance of lightweight aggregate concrete exposed to the combined effects of high temperature and hydrocarbon oils simultaneously. To identify the resistance of different concrete with various lightweight coarse aggregates, pumice, perlite, lytag (sintered fly ash), and crushed brick were used as lightweight coarse aggregates in concrete. Also, basalt aggregate concrete was used as a reference. After cyclic exposures, all specimens were tested for residual mechanical, thermal, chemical, and microstructural properties. Overall, concrete with crushed brick aggregate and LYTAG used in this study showed superior resistance to the simulated airfield conditions.

Keywords

lightweight aggregate; spalling; residual strength; thermal properties; microstructure

Subject

Engineering, Civil Engineering

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