Base force element method based on the complementary energy principle for the damage analysis of recycled aggregate concrete
Author:
Affiliation:
1. The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education Beijing University of Technology Beijing China
2. Department of Civil Engineering, Faculty of Engineering Fayoum University Fayoum Egypt
Funder
National Natural Science Foundation of China
Natural Science Foundation of Beijing Municipality
Publisher
Wiley
Subject
Applied Mathematics,General Engineering,Numerical Analysis
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/nme.6276
Reference106 articles.
1. Understanding variability in recycled aggregate concrete mechanical properties through numerical simulation and statistical evaluation
2. Effect of cross-section size on the flexural failure behavior of RC cantilever beams under low cyclic and monotonic lateral loadings
3. Numerical modelling of plastic–damage response and crack propagation in RAC under uniaxial loading
4. Numerical investigation on interface crack initiation and propagation behaviour of self-healing cementitious materials
5. Meso-scale modelling of the size effect on dynamic compressive failure of concrete under different strain rates
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