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/10.1016/j.compstruc.2021.106682
Publication URI: http://dx.doi.org/10.1016/j.compstruc.2021.106682
Type: Journal Article/Review
Parent Publication: Computers & Structures