Influence of freeze–thaw damage gradient on stress–strain relationship of stressed concrete
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11709-023-0014-x.pdf
Reference46 articles.
1. Ren G S, Shang H S, Zhang P, Zhao T. Bond behaviour of reinforced recycled concrete after rapid freezing-thawing cycles. Cold Regions Science and Technology, 2019, 157: 133–138
2. Zheng Y X, Liu J Q, Guo P, Gan C. Fatigue characteristics of double damage reinforced prestressed hollow slab beams under freeze–thaw cycle erosion. Applied Sciences, 2021, 11(16): 7692
3. Wang Y, Feng W K, Wang H J, Li C H, Hou Z Q. Rock bridge fracturing characteristics in granite induced by freeze–thaw and uniaxial deformation revealed by AE monitoring and post-test CT scanning. Cold Regions Science and Technology, 2020, 177: 103115
4. Li L, Hubler M H, Xi Y. Theoretical modeling on chemical composition and mechanical properties of well cement under carbonation reactions. Journal of Cleaner Production, 2020, 276: 124270
5. Jiang C, Ding H, Gu X L, Zhang W P. Failure mode-based calculation method for bending bearing capacities of normal cross-sections of corroded reinforced concrete beams. Engineering Structures, 2022, 258: 114113
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