Deformation of cement-based materials under drying with thermal cycling: Mechanisms governed by C-S-H solid-moisture interactions

Thermal gradients and fluctuations complicate drying, deformation, and cracking in cement-based materials. Under thermal-cycling drying, the deformation mechanisms of hardened cement pastes (HCP) and the role of calcium-silicate-hydrate (C-S-H) solid-moisture interactions remain unclear. This study decoupled environmental factors (5–60 °C cycling, 33% RH) by combining static drying and sealed thermal-cycling conditions. Through thermal-dependent water population distributions and first desorption isotherms, the hydrothermal relationship among saturation degree, relative humidity, and pore-wall stress was quantitatively evaluated, and a conceptual model describing moisture migration pathways was proposed. Under static drying, higher temperatures lead to a lower drying shrinkage response at saturation degrees below 0.7 by weakening the pore-wall stress development. Thermal variations induce water redistribution and structural rearrangement within C-S-H. Due to C-S-H layer relocation and the reshaped hydrothermal relationship, thermal-cycling drying produces smaller shrinkage than static drying at moderate saturation degrees. Moisture-dependent ultrasonic pulse responses further suggest that hydrothermal expansion magnifies the thermal deformation at moderate saturation degrees, causing a bell-shaped saturation degree dependence of the coefficient of thermal expansion. These findings provide a decoupling framework for understanding the HCP deformation characteristics under drying with complex thermal conditions.

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Publication Details

Journal
Cement and Concrete Research
Published
2026-09-18
DOI
https://doi.org/10.1016/j.cemconres.2026.108410
Primary Topic
Concrete Properties and Behavior
Type
article
Field-Weighted Citation Impact
0.00

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article

Deformation of cement-based materials under drying with thermal cycling: Mechanisms governed by C-S-H solid-moisture interactions

Jiachen Yao, Haoyu Zeng, Junhao Zeng, Yuanpeng Liu et al.
Cement and Concrete Research
Concrete Properties and Behavior
article

Deformation of cement-based materials under drying with thermal cycling: Mechanisms governed by C-S-H solid-moisture interactions

Jiachen Yao, Haoyu Zeng, Junhao Zeng, Yuanpeng Liu, Jiaping Liu, Zhangli Hu, Hao Wang
article en

Abstract

Thermal gradients and fluctuations complicate drying, deformation, and cracking in cement-based materials. Under thermal-cycling drying, the deformation mechanisms of hardened cement pastes (HCP) and the role of calcium-silicate-hydrate (C-S-H) solid-moisture interactions remain unclear. This study decoupled environmental factors (5–60 °C cycling, 33% RH) by combining static drying and sealed thermal-cycling conditions. Through thermal-dependent water population distributions and first desorption isotherms, the hydrothermal relationship among saturation degree, relative humidity, and pore-wall stress was quantitatively evaluated, and a conceptual model describing moisture migration pathways was proposed. Under static drying, higher temperatures lead to a lower drying shrinkage response at saturation degrees below 0.7 by weakening the pore-wall stress development. Thermal variations induce water redistribution and structural rearrangement within C-S-H. Due to C-S-H layer relocation and the reshaped hydrothermal relationship, thermal-cycling drying produces smaller shrinkage than static drying at moderate saturation degrees. Moisture-dependent ultrasonic pulse responses further suggest that hydrothermal expansion magnifies the thermal deformation at moderate saturation degrees, causing a bell-shaped saturation degree dependence of the coefficient of thermal expansion. These findings provide a decoupling framework for understanding the HCP deformation characteristics under drying with complex thermal conditions.

Cement and Concrete ResearchVol. 210
Tokyo University of Agriculture (JP), Southeast University (CN), Nanjing University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 16%
Concrete Properties and Behavior
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