Predicting shear failure in reinforced concrete members using a three-dimensional peridynamic framework (2022)
Attributed to:
Concrete modelled using random elements
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.17863/cam.75948
Publication URI: https://www.repository.cam.ac.uk/handle/1810/328500
Type: Journal Article/Review