Freeze—Thaw Behaviours of Half Grouted Sleeve Connections with High-Performance Grout
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-1496-0.pdf
Reference36 articles.
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2. Ameli MJ, Pantelides CP (2017) Seismic analysis of precast concrete bridge columns connected with grouted splice sleeve connectors. Journal of Structure Engineering 143:04016176
3. Bras A, Giao R, Lucio V, Chastre C (2013) Development of an injectable grout for concrete repair and strengthening. Cement and Concrete Composites 37:185–195
4. Cavdar A (2014) Investigation of freeze—thaw effects on mechanical properties of fiber reinforced cement mortars. Composites Part B 58:463–472, DOI: https://doi.org/10.1016/j.compositesb.2013.11.013
5. Davalos JF, Koakani SS, Ray I, Lin C (2008) Fracture evaluation of GFRP-concrete interfaces for freeze—thaw and wet-dry cycling. Journal of Composite Materials 42(14):1439–1466, DOI: https://doi.org/10.1177/0021998308092193
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