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The key attribute of the nonlinear analysis is to include the effect of lap splice of longitudinal reinforcement through the lap-spring spring model formulated according to the tri-uniform bond stress model.
Another family of theoretical models relates concrete shear strength to the strain in the longitudinal reinforcement through various hypotheses regarding the crack location, orientation and the state of strain or stress (Zararis and Papadakis 2001; Tureyen and Frosch 2003; Park et al. 2006; Jeong and Kim 2014).
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The results also show a significant reduction in punching shear strength when longitudinal reinforcement does not pass through the slab column connection.
Three different kinds of longitudinal reinforcement are adopted; carbon fiber reinforced polymer, AFRP, and GFRP.
The impact of optimal longitudinal reinforcement on the curvature ductility capacity of reinforced concrete column sections.
The top longitudinal reinforcement in the structural topping of precast beams passed through the beam column joint continuously.
The results indicate that HSC columns, reinforced with well-distributed and laterally supported longitudinal reinforcement, exhibit improved ductility.
Longitudinal reinforcement ratio.
Yield strength of longitudinal reinforcement.
Bar diameter of longitudinal reinforcement.
2Ø8 longitudinal reinforcement was used as compressive reinforcement.
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