Unified Strength Model for Square and Circular Concrete Columns Confined by External Jacket
By Yufei Wu, Lei-Ming Wang. 2009
157 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/19359f4ee687714bad07914361cc73c9aa2e1bf2
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Identification of material parameters for Drucker-Prager plasticity model for FRP confined circular concrete columns (2012, background): “(27) (Richart et al., 1928; Teng et al., 2007a; Wu and Wang, 2009; Wu and Zhou, 2010): f 0 cc 1⁄4 f 0 c þ kefl; ð27Þ where ke is the confinement effectiveness coefficient, and f 0 cc is the peak strength at lateral confinement fl.”
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, unknown): “2009 Wu and Wang [63] N/A N/A N/A f 0 cc f 0 co 1⁄4 1þ 2:23 flu f 0 co 0:96 N/A No”
- Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, methodology): “As a comparison, another strength model, proposed by Wu and Wang (2009), was used to predict the strength of confined columns.”