Dynamic Behavior and Damage Mechanisms of Concrete Subjected to Freeze–Thaw Cycles

To explore how the water–cement ratio affects the mechanical behavior of concrete subjected to freeze–thaw cycles, four sets of concrete samples with water–cement ratios of 0.41, 0.44, 0.47, and 0.50 were prepared for laboratory analysis. These samples underwent varying numbers of freeze–thaw cycles...

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Bibliographic Details
Main Authors: Jun Zhao, Hanwen Zhang, Jialu Xu, Yulong Cui, Wei Huang
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/12/2009
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