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 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/14672064.v1

Dataset

x choose version: version 2 - 2021-11-09 (latest)

• Civil Engineering

Crack Control, Hybrid Beam, Interface, Lattice Model, SHCC, Strain Hardening Cementitious Composite (SHCC)

CC BY 4.0

RefWorks, BibTeX, Reference Manager, Endnote, DataCite, NLM, DC, CFF

by Shozab Mustafa

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.

• 2021-11-09 first online, published, posted

4TU.ResearchData

Excel File: xlsx

Experimental and numerical investigation on the role of interface for crack-width control of hybrid SHCC concrete beams

• http://pure.tudelft.nl/ws/portalfiles/portal/87496941/P0667.pdf

• NWO project number 16814

TU Delft, Faculty of Civil Engineering and Geosciences, Department of Engineering Structures