Reinforcement Slip in Reinforced Concrete Columns
By H. Sezen, E. Setzler. 2008
281 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/499b9282d7a7388350e17bc04ffa7e6c7c61e453
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars (2010, methodology): “To calculate the slip, a simplified representation of bond stress distribution is adopted and modified [14].”
- Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading (2018, methodology): “A stepped bond stress distribution is assumed according to previous studies [48], as shown in Fig.”