Bond-slip behavior of deformed rebar in grouted duct connection: Experiment, theoretical analysis and cohesive-zone element model
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference65 articles.
1. Seismic-resistant precast concrete structures: state of the art;Kurama;J. Struct. Eng.,2018
2. Seismic performance of precast industrial facilities following major earthquakes in the Italian territory;Belleri;J. Perform. Constr. Facil.,2015
3. Anchorage performance of grouted corrugated duct connection under monotonic loading: experimental and numerical investigation;Wang;Constr. Build. Mater.,2022
4. Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars;Shim;Eng. Struct.,2017
5. Design,` modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections;Palermo;J. Struct. Eng.,2007
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