Dataset for An Explicit Method for Simulation of Cracking Structures Based on Peridynamic Theory
The behaviour of cracked concrete is hard to model with differential equations because that method relies on a hypothesis of material continuity, violated by the cracks. Peridynamic theory provides an alternative model that does not rely on material continuity, and the paper "An Explicit Method for Simulation of Cracking Structures Based on Peridynamic Theory" describes a numerical method to solve the peridynamics equations using a simple explicit scheme based on the Euler method, where the spatial discretisation consists of a finite set of material
particles and inter-particle bonds.
The dataset comprises tables of numerical results output by the proposed method, alongside comparator results from the Finite Element Method (FEM) and classical elastic theory. These tables were used to generate Figures 4, 5, 8, 9, 10, and 14 in the paper.
Cite this dataset as:
Miranda, D.,
Williams, C.,
Orr, J.,
2016.
Dataset for An Explicit Method for Simulation of Cracking Structures Based on Peridynamic Theory.
Bath: University of Bath Research Data Archive.
Available from: https://doi.org/10.15125/BATH-00194.
Export
Data
DOI_DATA.zip
application/zip (147MB)
Data files used to generate the figures of the article: "An Explicit Method for Simulation of Quasi-brittle Materials and Structures Based on Peridynamic Theory"
Creators
David Miranda
University of Bath
Christopher Williams
University of Bath
John Orr
Project Leader
University of Bath
Contributors
University of Bath
Rights Holder
Coverage
Collection date(s):
From 2 September 2015 to 15 April 2016
Temporal coverage:
From 2 September 2015 to 15 April 2016
Documentation
Data collection method:
The mathematical models and inputs used generate the data are fully described in the associated manuscript.
Methodology link:
Miranda, H., Williams, C., and Orr, J., 2016. An explicit method for simulation of reinforced concrete structures based on peridynamic theory. In: The 12th World Congress on Computational Mechanics, (WCCM) XII, 2016. Available from: https://researchportal.bath.ac.uk/en/publications/an-explicit-method-for-simulation-of-reinforced-concrete-structur.
Documentation Files
ABOUT.txt
text/plain (1kB)
Description of the arrangement and format of the data files
Funders
Engineering and Physical Sciences Research Council
https://doi.org/10.13039/501100000266
Fellowship - Concrete Modelled Using Random Fibres
EP/M020908/1
Publication details
Publication date: 24 July 2016
by: University of Bath
Version: 1
DOI: https://doi.org/10.15125/BATH-00194
URL for this record: https://researchdata.bath.ac.uk/id/eprint/194
Related papers and books
Miranda, H., Williams, C., and Orr, J., 2016. An explicit method for simulation of reinforced concrete structures based on peridynamic theory. In: The 12th World Congress on Computational Mechanics, (WCCM) XII, 2016. Available from: https://researchportal.bath.ac.uk/en/publications/an-explicit-method-for-simulation-of-reinforced-concrete-structur.
Contact information
Please contact the Research Data Service in the first instance for all matters concerning this item.
Contact person: David Miranda
Faculty of Engineering & Design
Architecture & Civil Engineering
