REINFORCED CONCRETE FIBER BEAM ELEMENT WITH BOND-SLIP
By Giorgio Monti, Enrico Spacone. 2000
183 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/7c22abdcf1f24fd0dbd2d850b7ff6a4f43e22eb0
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- 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].”
- Force-based Finite Element for Large Displacement Inelastic Analysis of Frames (2000, methodology): “102 be used (see for example, Rankin and Brogan (1984), Nour-Omid and Rankin (1991), and Crisfield and Moita (1996)).”
- Modeling of Strain Penetration Effects in Fiber-Based Analysis of Reinforced Concrete Structures (2007, background): “To lower the computational cost, special fiber-based, beam-column elements have been formulated that consider the slippage of the reinforcing bars in the state determination at the section level.(17-19) The reinforcement slippage is quantified by analyzing the bar anchorage in concrete between the a”