Numeric Analysis on Shear Behavior of High-Strength Concrete Single-Keyed Dry Joints with Fixing Imperfections in Precast Concrete Segmental Bridges

Fixing imperfections in keyed dry joints between the concrete segments compromise the performance of precast concrete segmental bridges (PCSBs), which needs to consider carefully. In this study, a finite-element model on high-strength concrete single-keyed dry joints in PCSBs was established and val...

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Detalles Bibliográficos
Autores principales: Jiang, Haibo, Chen, Mingzhu, Sha, Zhijun, Xiao, Jie, Feng, Jiahui
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7372456/
https://www.ncbi.nlm.nih.gov/pubmed/32610493
http://dx.doi.org/10.3390/ma13132914

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7372456/
https://www.ncbi.nlm.nih.gov/pubmed/32610493
http://dx.doi.org/10.3390/ma13132914

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