Predicting shear failure in reinforced concrete members using a three-dimensional peridynamic framework (2022)

First Author: Hobbs M

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