Dataset for "Wound Fibre Reinforced Polymer shear reinforcement for non-prismatic concrete beams"

Dataset for "Wound Fibre Reinforced Polymer shear reinforcement for non-prismatic concrete beams"

The dataset includes:
1. experimental data measuring the strain of W-FRP (Wound Fibre Reinforced Polymer) reinforced tapered beams under different load conditions;
2. MATLAB files of the prediction-making following the revised ACI 440, CSA S806 and MCFT model;
3. a spreadsheet to summarise the predictions.

Subjects:
Civil engineering and built environment

Cite this dataset as:
Yang, Y., 2018. Dataset for "Wound Fibre Reinforced Polymer shear reinforcement for non-prismatic concrete beams". University of Bath Research Data Archive. https://doi.org/10.15125/BATH-00455.

Export

Data

prediction%20summary.xlsx
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet (11kB)
Creative Commons: Attribution 4.0

This document shows the prediction summary of the testing

experimental%20data.xlsx
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet (6MB)
Creative Commons: Attribution 4.0

This document shows the experimental of all the specimens in the paper.

Code

MCFTTP1.m
text/plain (4kB)
Software: MIT License

This is the MCFT based prediction code of specimen TP1.

CSAcodedesignTP1.m
text/plain (3kB)
Software: MIT License

This is the CSA based prediction code of specimen TP1.

ACIcodedesignTP1.m
text/plain (2kB)
Software: MIT License

This is the ACI based prediction code of specimen TP1.

Creators

Yuanzhang Yang
University of Bath

Contributors

John Orr
Supervisor
University of Bath

University of Bath
Rights Holder

Coverage

Collection date(s):

23 May 2016

Documentation

Data collection method:

The experimental data were collected during the tests of the tapered beams. They include the load, displacement, strain of longitudinal bars and strain of shear reinforcement. Respectively, they were collected by the loading cell, transducers, strain gauges. The predictions were calculated by the models built based on MATLAB.

Funders

Engineering and Physical Sciences Research Council (EPSRC)
https://doi.org/10.13039/501100000266

Knitting Bespoke Reinforcement for Concrete Structures
EP/M01696X/1

Publication details

Publication date: 31 August 2018
by: University of Bath

Version: 1

DOI: https://doi.org/10.15125/BATH-00455

URL for this record: https://researchdata.bath.ac.uk/id/eprint/455

Related articles

Yang, Y., Orr, J. and Spadea, S., 2018. Shear Behavior of Variable-Depth Concrete Beams with Wound Fiber–Reinforced Polymer Shear Reinforcement. Journal of Composites for Construction, 22(6), p.04018058. Available from: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000899.

Contact information

Please contact the Research Data Service in the first instance for all matters concerning this item.

Contact person: Yuanzhang Yang

Departments:

Faculty of Engineering & Design
Architecture & Civil Engineering