Generalized cyclic bond-slip model of rebar embedded in concrete under lateral pressure: Parameter calibration and numerical implementation-Reference-Cited by-同舟云学术

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Generalized cyclic bond-slip model of rebar embedded in concrete under lateral pressure: Parameter calibration and numerical implementation

Published:2023-03 Issue: Volume:49 Page:402-414
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhang Xue,Zhao Yuheng,Zhao Ailin,Li Xinxin

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference34 articles.

1. Local–global approach in the seismic analysis of R/C frames including bond slip effects;Coronelli;ENG STRUCT,2001

2. Three-dimensional finite element modeling of RC columns subjected to cyclic lateral loading;Fawaz;ENG STRUCT,2021

3. An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures;Feng;B EARTHQ ENG,2018

4. A beam–column joint element for analysis of reinforced concrete frame structures;Zhang;ENG STRUCT,2016

5. Bond-slip model uncertainty quantification and effect on nonlinear behavior simulations of reinforced concrete columns;Abtahi;ENG STRUCT,2022

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