Dataset for "Bend-strength of novel filament wound shear reinforcement"
This dataset contains the results of tensile tests reported in the paper "Bend-strength of novel filament wound shear reinforcement". The tests were conducted according to the standards ISO 527-1 and ISO 527-5 on beam specimens manufactured using filament wound fibre reinforced polymers (W-FRP), except that a 500mm specimen length was used instead of the prescribed 250mm. The mid-section of each specimen was instrumented with a uniaxial strain gauge having 6 mm gauge length. The tests were performed in displacement control at 1.0 mm/min. The results were used to calculate the 25% and the 50% of the failure load and corresponding values of strains for each tested samples, along with the modulus of elasticity.
Cite this dataset as:
Spadea, S.,
Orr, J.,
2017.
Dataset for "Bend-strength of novel filament wound shear reinforcement".
Bath: University of Bath Research Data Archive.
Available from: https://doi.org/10.15125/BATH-00345.
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Contributors
University of Bath
Rights Holder
Documentation
Data collection method:
Full details of the methodology can be found in the "Test methodology" section of the associated paper.
Methodology link:
Spadea, S., Orr, J., and Ivanova, K., 2017. Bend-strength of novel filament wound shear reinforcement. Composite Structures, 176, 244-253. Available from: https://researchportal.bath.ac.uk/en/publications/bend-strength-of-novel-filament-wound-shear-reinforcement.
Funders
Engineering and Physical Sciences Research Council (EPSRC)
https://doi.org/10.13039/501100000266
Knitting Bespoke Reinforcement for Concrete Structures
EP/M00659X/1
Publication details
Publication date: 13 May 2017
by: University of Bath
Version: 1
DOI: https://doi.org/10.15125/BATH-00345
URL for this record: https://researchdata.bath.ac.uk/id/eprint/345
Related papers and books
Spadea, S., Orr, J., and Ivanova, K., 2017. Bend-strength of novel filament wound shear reinforcement. Composite Structures, 176, 244-253. Available from: https://doi.org/10.1016/j.compstruct.2017.05.032.
Contact information
Please contact the Research Data Service in the first instance for all matters concerning this item.
Contact person: Saverio Spadea
Faculty of Engineering & Design
Architecture & Civil Engineering
