Shear performance and degradation mechanism of UHPC-NC interface under composite salts freeze-thaw cycles
The durability degradation of concrete structures was significant under the actions of salt erosion and freeze-thaw cycle. Interface durability was a key factor affecting the bonding performance between normal concrete (NC) and ultra-high performance concrete (UHPC). In this study, interfacial shear...
Main Authors: | , , , , , , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2025-07-01
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Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525002062 |