Nonlinear model updating algorithm for biaxial reinforced concrete constitutive models of shear walls
Authors:
- Jia-Ji WangJWJia-Ji Wang
- Cheng LiuCLCheng Liu
- Xin NieXin Nie
- Jian-Sheng FanJFJian-Sheng Fan
- Ying-Jie ZhuYing-Jie Zhu
- 1 December 2021
- journal article
- research article
- Published by Elsevier in Journal of Building Engineering
- Vol. 44
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51978377, 52022045)
This publication has 41 references indexed in Scilit:
- Finite element modeling of confined concrete-I: Drucker–Prager type plasticity modelEngineering Structures, 2010
- Equivalent localization element for crack band approach to mesh‐sensitivity in microplane modelInternational Journal for Numerical Methods in Engineering, 2004
- Disturbed Stress Field Model for Reinforced Concrete: ImplementationJournal of Structural Engineering, 2001
- A return-mapping algorithm for plastic-damage models: 3-D and plane stress formulationInternational Journal for Numerical Methods in Engineering, 2000
- Mechanics of Damage and Constitutive Relationships for High-Strength Concrete in Triaxial CompressionJournal of Engineering Mechanics, 1999
- Compression Response of Cracked Reinforced ConcreteJournal of Structural Engineering, 1993
- A plastic-damage model for concreteInternational Journal of Solids and Structures, 1989
- On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspectsInternational Journal of Solids and Structures, 1989
- Continuous damage model for load-response estimation of concreteCement and Concrete Research, 1980
- Sur quelques points du calcul fonctionnelRendiconti del Circolo Matematico di Palermo Series 2, 1906