Study on the bond-slip numerical simulation in the analysis of reinforced concrete wall-beam-slab joint under cyclic loading
Authors:
- Feng ChenFCFeng Chen
- Zhiwu YuZYZhiwu Yu
- Yalin YuYYYalin Yu
- Qun LiuQLQun Liu
- 19 September 2024
- journal article
- research article
- Published by Elsevier in Construction and Building Materials
- Vol. 449
Abstract
No abstract availableKeywords
This publication has 25 references indexed in Scilit:
- Fiber optic sensing of concrete cracking and rebar deformation using several types of cableStructural Control and Health Monitoring, 2020
- Analytical model for the bond stress-slip relationship of deformed bars in normal strength concreteConstruction and Building Materials, 2019
- Analytic solution for the bond stress-slip relationship between rebar and concreteConstruction and Building Materials, 2019
- Bond behavior of GFRP bar-concrete interface: Damage evolution assessment and FE simulation implementationsComposite Structures, 2016
- Modified steel bar model incorporating bond-slip effects for embedded element methodConstruction and Building Materials, 2015
- Concrete–reinforcement bond in different concrete classesConstruction and Building Materials, 2012
- Unified calculation method and its application in determining the uniaxial mechanical properties of concreteFrontiers of Architecture and Civil Engineering in China, 2011
- Bond‐slip analysis via a thermodynamically consistent interface model combining interlocking, damage and frictionInternational Journal for Numerical Methods in Engineering, 2010
- A plastic-damage model for concreteInternational Journal of Solids and Structures, 1989
- Nonlinear static analysis of end-fittings for GFRP-prestressing rodsComputers & Structures, 1983