An evaluation of the ice melting during concrete-ice abrasion experiment

Saidkomil S. Saidmurodov; Stefan Jacobsen; Max A.N. Hendriks; Guzel Shamsutdinova

doi:10.1016/j.csite.2022.102088

An evaluation of the ice melting during concrete-ice abrasion experiment

Saidkomil S. Saidmurodov, Stefan Jacobsen, Max A.N. Hendriks, Guzel Shamsutdinova^*

^*Corresponding author for this work

Concrete Structures

Research output: Contribution to journal › Article › Scientific › peer-review

27 Downloads (Pure)

Abstract

The process of ice melting during abrasive interactions with concrete is essential in a variety of contact phenomena. In this paper, we refer to abrasive tests for different samples of concrete with roughness in the range of 9–35 μm. The experimental conditions were: 1 MPa ice pressure, ambient temperature −10 °C, average sliding velocity 0–0.16 m/s. Using the experimental logs, we balance the heat transfer in the ice-concrete contact zone to compute the amount of molten ice. The average melting of ice varies from 3 to 29% of total ice consumption. The highest melting rate of ice corresponded to the lowest ice consumption and lower average abrasion of concrete. The theoretical calculations are validated against benchmarked commercial software with an in-house melting model.

Original language	English
Article number	102088
Number of pages	4
Journal	Case Studies in Thermal Engineering
Volume	35
DOIs	https://doi.org/10.1016/j.csite.2022.102088
Publication status	Published - 2022

Keywords

Concrete
Surface
Abrasion
Wear
Melting
Ice

Access to Document

10.1016/j.csite.2022.102088

1-s2.0-S2214157X22003343-mainFinal published version, 1.63 MBLicence: CC BY

Cite this

@article{70feac67ab3d44e5b71b90d0d729540a,

title = "An evaluation of the ice melting during concrete-ice abrasion experiment",

abstract = "The process of ice melting during abrasive interactions with concrete is essential in a variety of contact phenomena. In this paper, we refer to abrasive tests for different samples of concrete with roughness in the range of 9–35 μm. The experimental conditions were: 1 MPa ice pressure, ambient temperature −10 °C, average sliding velocity 0–0.16 m/s. Using the experimental logs, we balance the heat transfer in the ice-concrete contact zone to compute the amount of molten ice. The average melting of ice varies from 3 to 29% of total ice consumption. The highest melting rate of ice corresponded to the lowest ice consumption and lower average abrasion of concrete. The theoretical calculations are validated against benchmarked commercial software with an in-house melting model.",

keywords = "Concrete, Surface, Abrasion, Wear, Melting, Ice",

author = "Saidmurodov, {Saidkomil S.} and Stefan Jacobsen and Hendriks, {Max A.N.} and Guzel Shamsutdinova",

year = "2022",

doi = "10.1016/j.csite.2022.102088",

language = "English",

volume = "35",

journal = "Case Studies in Thermal Engineering",

issn = "2214-157X",

publisher = "Elsevier",

}

TY - JOUR

T1 - An evaluation of the ice melting during concrete-ice abrasion experiment

AU - Saidmurodov, Saidkomil S.

AU - Jacobsen, Stefan

AU - Hendriks, Max A.N.

AU - Shamsutdinova, Guzel

PY - 2022

Y1 - 2022

N2 - The process of ice melting during abrasive interactions with concrete is essential in a variety of contact phenomena. In this paper, we refer to abrasive tests for different samples of concrete with roughness in the range of 9–35 μm. The experimental conditions were: 1 MPa ice pressure, ambient temperature −10 °C, average sliding velocity 0–0.16 m/s. Using the experimental logs, we balance the heat transfer in the ice-concrete contact zone to compute the amount of molten ice. The average melting of ice varies from 3 to 29% of total ice consumption. The highest melting rate of ice corresponded to the lowest ice consumption and lower average abrasion of concrete. The theoretical calculations are validated against benchmarked commercial software with an in-house melting model.

AB - The process of ice melting during abrasive interactions with concrete is essential in a variety of contact phenomena. In this paper, we refer to abrasive tests for different samples of concrete with roughness in the range of 9–35 μm. The experimental conditions were: 1 MPa ice pressure, ambient temperature −10 °C, average sliding velocity 0–0.16 m/s. Using the experimental logs, we balance the heat transfer in the ice-concrete contact zone to compute the amount of molten ice. The average melting of ice varies from 3 to 29% of total ice consumption. The highest melting rate of ice corresponded to the lowest ice consumption and lower average abrasion of concrete. The theoretical calculations are validated against benchmarked commercial software with an in-house melting model.

KW - Concrete

KW - Surface

KW - Abrasion

KW - Wear

KW - Melting

KW - Ice

U2 - 10.1016/j.csite.2022.102088

DO - 10.1016/j.csite.2022.102088

M3 - Article

SN - 2214-157X

VL - 35

JO - Case Studies in Thermal Engineering

JF - Case Studies in Thermal Engineering

M1 - 102088

ER -

An evaluation of the ice melting during concrete-ice abrasion experiment

Abstract

Keywords

Access to Document

Fingerprint

Cite this