A numerical model for reinforced concrete structures

By Timon Rabczuk, J. Akkermann, J. Eibl. 2005

175 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures (2008, unknown): “We note that we were not able to capture this failure mechanism in earlier studies in a 2D-setting [45].”
A meshless sub-region radial point interpolation method for accurate calculation of crack tip fields (2014, unknown): “Recently, much effort has been directed towards the application of meshless methods to crack problems to overcome the difficulties in traditional numerical methods such as meshless methods for dynamic problem, 2D fracture modelling [9–18], 3D fracture modelling [19,38–41], fluid structure integratio”
Element-wise fracture algorithm based on rotation of edges (2013, background): “A non-exhaustive list is: • Full and localized rezoning and remeshing approaches [21, 30, 9, 14], variants of local displacement [46, 45, 38, 42] (or strain [49, 2]) enrichments, clique overlaps [37], edges repositioning or edge-based fracture with R-adaptivity [44]; • Element erosion [61], smeared ”