Three-dimensional finite element modeling of RC columns subjected to cyclic lateral loading
G Fawaz, J Murcia-Delso - Engineering Structures, 2021 - Elsevier
This paper presents a detailed finite element modeling scheme to simulate the cyclic
response of RC columns considering low-cycle fatigue and bond-slip of reinforcement. The …
response of RC columns considering low-cycle fatigue and bond-slip of reinforcement. The …
Effect of time-varying transverse stresses on the bond-slip and global behavior of RC members under monotonic loads
X Zhang, X Yan, A Zhao, S Sha, Z Zhu - Journal of Building Engineering, 2022 - Elsevier
The local bond behavior of reinforced concrete (RC) members is dependent on the
transverse stresses of steel bars, which would further affect the global response of the …
transverse stresses of steel bars, which would further affect the global response of the …
Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach
The structural performance of large-scale rectangular column-circular drilled shaft interface
using non-contact splices is investigated through experimental study and numerical …
using non-contact splices is investigated through experimental study and numerical …
Bond plastic model for steel–concrete damaged interface element
A Erfanian, AE Elwi - Journal of Structural Engineering, 2019 - ascelibrary.org
A bond failure criterion, a wave propagation–based dowel action, and an inelastic, three-
dimensional, damaged interface element are proposed. The present approach models the …
dimensional, damaged interface element are proposed. The present approach models the …
Pullout behavior of lap splice connections between double-steel-plate composite walls and RC raft foundation in nuclear engineering
SY Kong, JS Fan, X Nie, R Ding, YL Sun, Y Chen - Engineering Structures, 2021 - Elsevier
Considering the flexibility of construction and convenience of transportation, the lap splice
connection using dowel or lapped bars between double-steel-plate composite (DSC) walls …
connection using dowel or lapped bars between double-steel-plate composite (DSC) walls …
Generalized cyclic bond-slip model of rebar embedded in concrete under lateral pressure: Parameter calibration and numerical implementation
X Zhang, Y Zhao, A Zhao, X Li - Structures, 2023 - Elsevier
For some reinforced concrete members, the bond-slip between rebar and concrete is
sometimes affected by the lateral pressure, eg, the beam-column joint with the axial load …
sometimes affected by the lateral pressure, eg, the beam-column joint with the axial load …
[图书][B] Seismic performance of column-to-drilled-shaft connections in reinforced concrete bridges
MT Chang - 2021 - search.proquest.com
Drilled shaft foundations are often used to support reinforced concrete bridge columns
founded in soft soils or in locations where a small footprint is desired. Increasingly, the shaft …
founded in soft soils or in locations where a small footprint is desired. Increasingly, the shaft …
[图书][B] Experimental and Analytical Investigations on Bond of Reinforcement and Nonlinear Response of Reinforced Concrete Columns
G Fawaz - 2020 - search.proquest.com
Bond of reinforcement has a major influence on the behavior of reinforced concrete (RC)
structures. Even though bond has been extensively studied over the past decades, there are …
structures. Even though bond has been extensively studied over the past decades, there are …
Development of Large-Diameter Reinforcing Bars for the Seismic Resistance of Reinforced Concrete Bridge Columns
J Murcia-Delso, PB Shing - Concrete Structures in Earthquake, 2019 - Springer
This paper presents an investigation on the bond–slip behavior and development of large-
diameter bars embedded in well-confined concrete under seismic load conditions. Bond …
diameter bars embedded in well-confined concrete under seismic load conditions. Bond …