Data corresponding to the publication "Experimental and numerical data on the role of interface for crack-width control of hybrid SHCC concrete beams"
DOI:10.4121/14672064.v2
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DOI: 10.4121/14672064
DOI: 10.4121/14672064
Datacite citation style:
Mustafa, Shozab (2021): Data corresponding to the publication "Experimental and numerical data on the role of interface for crack-width control of hybrid SHCC concrete beams". Version 2. 4TU.ResearchData. dataset. https://doi.org/10.4121/14672064.v2
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Dataset
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version 2 - 2021-11-09 (latest)
version 1 - 2021-11-09
This data set presents the data corresponding to a publication in Engineering Structures (DOI:10.1016/j.engstruct.2021.113378). It has the experimental and numerical data of tested SHCC-Concrete hybrid beams with varying interface treatments. The experimental data include the raw data for load-deformation response and the analysed data for crack width calculation using DIC - these crack widths have also been validated using visual observation and image processing using ImageJ. The tested beams are simulated using lattice modelling approach. The input and output of the numerical analysis is also included in the data set.
History
- 2021-11-09 first online, published, posted
Publisher
4TU.ResearchDataFormat
Excel File: xlsxAssociated peer-reviewed publication
Experimental and numerical investigation on the role of interface for crack-width control of hybrid SHCC concrete beamsFunding
- NWO project number 16814
Organizations
TU Delft, Faculty of Civil Engineering and Geosciences, Department of Engineering StructuresDATA
Files (1)
- 8,293,093 bytesMD5:
82fc529a6392a4569d95c3c1a1a26ca0
Data_Set.zip