Review of research on Bond–Slip of reinforced concrete structures

Y Zheng, C Fan, J Ma, S Wang - Construction and Building Materials, 2023 - Elsevier
Based on a review of existing literature, this paper summarizes the research progress
pertaining to the bond–slip in reinforced concrete (RC) structures. Specifically, considering …

Numerical modeling of rebar-matrix bond behaviors of nano-SiO2 and PVA fiber reinforced geopolymer composites

P Zhang, Z Gao, J Wang, K Wang - Ceramics International, 2021 - Elsevier
Geopolymer composites represent promising alternatives to ordinary Portland cement
materials, whose properties can be improved by mixing polyvinyl alcohol (PVA) fibers and …

A regularized higher-order beam elements for damage analysis of reinforced concrete beams

J Shen, MRT Arruda, A Pagani… - Mechanics of Advanced …, 2024 - Taylor & Francis
This work presents a numerical method for damage analysis of reinforced concrete beams
using the higher-order beam theory based on Carrera unified formulation. The component …

A practical bond-based peridynamic modeling of reinforced concrete structures

N Zhang, Q Gu, S Huang, X Xue, S Li - Engineering Structures, 2021 - Elsevier
Peridynamics has been increasingly used for the study of damage and failure behaviors of
reinforced concrete (RC) structures, eg, cracking, fragmentation, and interface debonding …

Prediction of blast response of RC columns considering dynamic bond-slip between reinforcement and concrete

Y Liu, H Hao, Y Hao - Engineering Structures, 2023 - Elsevier
The bond behaviour between reinforcement and concrete is one of the critical factors that
govern the capacity of reinforced concrete (RC) structures as it ensures the composite action …

Seismic performances of precast segmental column under bidirectional earthquake motions: Shake table test and numerical evaluation

C Li, K Bi, H Hao - Engineering Structures, 2019 - Elsevier
Precast segmental concrete column, as one of the prefabricated structures used to
accelerate the construction speed in the urban areas with heavy traffic, has been more and …

An improved peridynamic model for quasi-static and dynamic fracture and failure of reinforced concrete

Q Ma, D Huang, L Wu, D Chen - Engineering Fracture Mechanics, 2023 - Elsevier
In this paper, an improved peridynamic model is established to characterize the bond-slip
behavior between ribbed steel rebar and concrete. An interfacial force term is introduced …

Finite element simulation of bond-zone behavior of pullout test of reinforcement embedded in concrete using concrete damage-plasticity model 2 (CDPM2)

S Seok, G Haikal, JA Ramirez, LN Lowes, J Lim - Engineering Structures, 2020 - Elsevier
A finite element (FE) model is used to simulate bond-zone behavior in a pullout test of a
single bar embedded in concrete. The proposed FE model treats both the concrete and …

Experimental study and finite element modeling of bond behavior between recycled aggregate concrete and the shaped steel

B Liu, GL Bai, ZH Xu, JF Ma, YY Han - Engineering Structures, 2019 - Elsevier
The purpose of this paper is to study the bond behavior of steel reinforced recycled
aggregate concrete (SRRAC) structure, and to solve the problem that the bond behavior …

Experimental study on the bond behaviour between steel bars and 3D printed concrete

T Ding, F Qin, J Xiao, X Chen, Z Zuo - Journal of Building Engineering, 2022 - Elsevier
The effects of the steel bar direction, steel bar anchorage length, and incorporation of
recycled sand and fibre on the bond behaviour of 3D printed concrete specimens were …