Modeling of Strain Penetration Effects in Fiber-Based Analysis of Reinforced Concrete Structures

By Jian Zhao, S. Sritharan. 2007

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Fragility curves for non-ductile reinforced concrete frames that exhibit different component response mechanisms (2015, background): “4 Bar-slip associated with column and beam longitudinal rebars Zero-length bar-slip fiber-section elements are located at the ends of the column to simulate flexibility associated with bar-slip out of the joint [24-26].”
Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading (2018, background): “It should be noted, however, previous works [45, 46] along this line have mostly assumed a large enough ancho-140 rage length in the derivation, and consequently the applicability is restricted.”