Finite element modeling of confined concrete-I: Drucker–Prager type plasticity model
By Tao Yu, Jin-Guang Teng, Y. Wong, S. Dong. 2010
468 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/e05901fdbabc622d2d77fca9cf46e963ed5b7aca
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, background): “[93,94], Cho and Kwon [95], Csuka and Kollár [96], Dandapat et al.”
- Behaviour of recycled aggregate concrete filled stainless steel stub columns (2013, unknown): “Instead, a common practice is to propose a revised r–e model incorporating the confining effect [25].”
- Identification of material parameters for Drucker-Prager plasticity model for FRP confined circular concrete columns (2012, background): “(18) to an internal friction angle / defined in the Mohr–Coulomb theory when DP yielding cone circumscribes the Mohr–Coulomb hexagonal pyramid (Karabinis and Kiousis, 1996; Karabinis and Rousakis, 2002; Karabinis et al., 2008; Mirmiran et al., 2000; Oh, 2002; Richart et al., 1928; Ritchie, 1962; Rou”