Reinforced Concrete Frame Element with Bond Interfaces. I: Displacement-Based, Force-Based, and Mixed Formulations

By S. Limkatanyu, Enrico Spacone. 2002

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Numerically consistent regularization of force‐based frame elements (2008, background): “Several formulations of distributed plasticity are available and fall into three main categories: displacement-based, force-based and mixed [16–18].”
A mixed finite element method for beam and frame problems (2003, unknown): “An independent attempt in this direction is reported by Hjelmstad and Taciroglu [31] and for steel-concrete composite beams by Limkatanyu and Spacone [32].”
Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading (2018, unknown): “In more recent years, another way of considering the bond-slip e ﬀ ect has emerged in numerical modelling for macro-level analysis of reinforced concrete responses [12, 14, 42] and ﬁber elements [43, 44, 45, 46, 47].”
A regularized force‐based beam element with a damage–plastic section constitutive law (2007, background): “Coleman and Spacone, in [20], suggest to modify the local constitutive law at the Gauss points on the basis of a constant fracture energy criterion.”