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Numerical evaluation of the internal fracture mechanism of the single PBL shear connector considering the effects of position and strength of the transverse rebar
The perfobond (PBL) shear connector reinforced with transverse rebar effectively contributes
to sufficient ductility, bearing capacity, and anti‐fatigue behavior to hybrid structures. The …
to sufficient ductility, bearing capacity, and anti‐fatigue behavior to hybrid structures. The …
Mesoscopic evaluation of the bond behavior of concrete with deformed rebar subjected to passive confinement employing 3D discrete model
The bond between concrete and steel is one of the most critical properties of reinforced
concrete and affects the overall structural performance. The current research realistically …
concrete and affects the overall structural performance. The current research realistically …
Mechanism of improvement in the shear performance of RC beams due to multiple small transverse openings
L Fu, H Wang, H Nakamura, D Wang - Structures, 2022 - Elsevier
This paper evaluated the improvement effect of multiple small circular transverse openings
(diameter is 1/10 of member height) on the shear performance of RC beams without shear …
(diameter is 1/10 of member height) on the shear performance of RC beams without shear …
Mechanism of shear strengthening for RC beam by drilling web openings based on experiment and 3D RBSM analysis
L Fu, H Wang, H Nakamura, D Wang - Engineering Failure Analysis, 2023 - Elsevier
In practice, web openings are usually drilled in reinforced concrete (RC) beams to
accommodate pipes and cable installations. But introducing web openings always causes …
accommodate pipes and cable installations. But introducing web openings always causes …
Influence of transverse sectional pre-crack on shear failure behavior of RC slender beams based on experimental loading test
L Fu, L Zhang, Q Yin, H Nakamura… - Journal of Advanced …, 2022 - jstage.jst.go.jp
For the RC members under cyclic loading, flexural cracks commonly propagate in two
opposite transverse directions at the zone under high bending moment and possibly form …
opposite transverse directions at the zone under high bending moment and possibly form …