Early-age shrinkage characteristic of UHPC in strengthening stone masonry arch: Influence of restraint from arch structure
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference67 articles.
1. Strengthening of existing stone arch bridges using UHPC: Theoretical analysis and case study;Wang;Structures,2022
2. Near- and far-field earthquake damage study of the Konitsa stone arch bridge;Simos;Eng Struct,2018
3. Failure mechanisms of CFRP-wrapped protective concrete arches under static and blast loadings: Experimental research;Wang;Compos Struct,2018
4. Feasibility study of new GFRP grid web - Concrete composite beam;Zou;Compos Struct,2023
5. Strengthening of masonry arches with Textile-Reinforced Mortar: experimental behaviour and analytical approaches;Garmendia;Mater Struct,2014
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