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Multiscale phase-field modeling of sulfate- and leaching-induced concrete cracking
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DOI：10.1016/j.ijmecsci.2026.111945.png)
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Abstract
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• Multiscale phase-field model for coupled sulfate attack and calcium leaching. • Unified porosity evolution couples transport, reaction, and damage. • Two-step homogenization links pore-precipitation to mortar degradation. • Porosity-dependent degradation captures leaching-induced matrix softening. • Buffer-to-precipitate ratio explains the wavy expansion behavior.
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