#5626. Predicting shear failure in reinforced concrete members using a three-dimensional peridynamic framework

August 2026publication date
Proposal available till 22-05-2025
4 total number of authors per manuscript0 $

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Journal’s subject area:
Modeling and Simulation;
Civil and Structural Engineering;
Mechanical Engineering;
Computer Science Applications;
Materials Science (all);
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Abstract:
The assumptions made in design codes can result in unconservative predictions of shear strength for reinforced concrete members. The limitations of empirical methods have prompted the development and use of numerical techniques. A three-dimensional bond-based peridynamic framework is developed for predicting shear failure in reinforced concrete members. The predictive accuracy and generality of the framework is assessed against existing experimental results.
Keywords:
Bond-based peridynamics; Model validation; Reinforced concrete; Shear failure; Three-dimensional fracture propagation

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