Data for: Drying-Induced Deformation in Concrete: Insights from a 5-Year Study

<p>The experimental dataset from Havlasek, Smilauer, and Nezerka's paper "Drying-Induced Deformation in Concrete: Insights from a 5-Year Study"&nbsp;is available in five archives. These archives contain the data organized according to the specified structure and accompanying Gnuplot source files for easier data visualization.</p> <p>Full experimental description is given in the paper and in the preceding publication entitled "Shrinkage-induced deformations and creep of structural concrete: 1-year measurements and numerical prediction accessible from https://www.sciencedirect.com/science/article/pii/S000888462100051X</p> <p>All Gnulot input files (*.gnu) generate a corresponding *.pdf file with the same base name. These PDFs are included, but they're not listed.<br>Usage: $ gnuplot &lt; plot_name_of_gnuplot_file.gnu</p> <p>The full experimental dataset is reduced to 100 time points using resampling. Initially, geometric progression is applied, but once the time step reaches 30 days, it remains constant.</p> <p>*** FILES STRUCTURE ***</p> <p>|--- ambient_conditions<br>| &nbsp; &nbsp;| # history of ambient humidity and temperature<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- plot_large_beams_ambient.gnu<br>| &nbsp; &nbsp;| # time "0" corresponds to the onset of drying of the beams, i.e. concrete age 34.063 days<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- data<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| # time "0" corresponds to concrete set<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- humidity_function.dat<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- temperature_function.dat &nbsp; &nbsp; &nbsp;<br>|<br>|--- creep_shrinkage_prisms<br>| &nbsp; &nbsp;| # development of creep and shrinkage of beams 100x100x400 mm exposed to drying at the concrete age of 28 days; concrete specimens are drying from two lateral surfaces only<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- axial_shrinkage.gnu<br>| &nbsp; &nbsp;| # total shrinkage<br>| &nbsp; &nbsp;|--- eccentric_creep.gnu<br>| &nbsp; &nbsp;| # total creep in axial direction and bending&nbsp;<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- data<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- Jtot_ecc_axial_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- Jtot_ecc_bending_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- shrinkage_toi.csv<br>|<br>|--- curvature_beams<br>| # curvature of concrete beams with various sizes and sealing configurations, time "0" = installation time = onset of drying = concrete age of 34.063 days<br>| &nbsp; &nbsp;|&nbsp;<br>| &nbsp; &nbsp;|--- beam_1.gnu<br>| &nbsp; &nbsp;| # 100 Top: breadth B = 0.10 m, height H = 0.10 m, span = 2.50 m, length = 2.70 m, drying from the top surface<br>| &nbsp; &nbsp;|--- beam_2.gnu<br>| &nbsp; &nbsp;| # 100 Sealed: breadth B = 0.10 m, height H = 0.10 m, span = 2.50 m, length = 2.70 m, sealed surface<br>| &nbsp; &nbsp;|--- beam_3.gnu<br>| &nbsp; &nbsp;| # 100 Bottom: breadth B = 0.10 m, height H = 0.10 m, span = 2.50 m, length = 2.70 m, drying from the bottom surface<br>| &nbsp; &nbsp;|--- beam_4.gnu<br>| &nbsp; &nbsp;| # 100 Both: breadth B = 0.10 m, height H = 0.10 m, span = 2.50 m, length = 2.70 m, drying from the top and bottom surfaces<br>| &nbsp; &nbsp;|--- beam_5.gnu<br>| &nbsp; &nbsp;| # 50 Top: breadth B = 0.10 m, height H = 0.05 m, span = 1.75 m, length = 1.95 m, drying from the top surface<br>| &nbsp; &nbsp;|--- beam_6.gnu<br>| &nbsp; &nbsp;| # 200 Top: breadth B = 0.10 m, height H = 0.20 m, span = 3.00 m, length = 3.20 m, drying from the top surface, loading with external weights 2 x 30 kg placed 0.6 m from the support<br>| &nbsp; &nbsp;|--- beam_7.gnu<br>| &nbsp; &nbsp;| # 150 Top: breadth B = 0.10 m, height H = 0.15 m, span = 3.00 m, length = 3.20 m, drying from the top surface<br>| &nbsp; &nbsp;|--- beams_100_ABC.gnu<br>| &nbsp; &nbsp;| # individual responses of the beams with height 100 and different sealing configurations<br>| &nbsp; &nbsp;|--- beams_100_mean.gnu<br>| &nbsp; &nbsp;| # mean responses of the beams with height 100 and different sealing configurations<br>| &nbsp; &nbsp;|--- beams_sizes_ABC.gnu<br>| &nbsp; &nbsp;| # individual responses of the beams with different height and drying from the top surface<br>| &nbsp; &nbsp;|--- beams_sizes_mean.gnu<br>| &nbsp; &nbsp;| # mean responses of the beams with different height and drying from the top surface<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- data<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- automatic<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| # measurement with post-mounted linear potentiometer installed at midspan of each specimen<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 1_mean_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp;&nbsp; | &nbsp; &nbsp;| # columns: time, mean curvature and standard deviation of curvature; the values are calculated from specimens A, B and C<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 1A_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp;&nbsp; | &nbsp; &nbsp;| # columns: time and curvature<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 1B_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 1C_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 2_mean_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 2A_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 2B_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 2C_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 3_mean_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 3A_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 3B_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 3C_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 4_mean_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 4A_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 4B_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 4C_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 5_mean_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 5A_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 5B_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 5C_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 6_mean_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 6A_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 6B_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 6C_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 7_mean_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 7A_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 7B_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 7C_curvature_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- dial_gauge<br>| &nbsp; &nbsp; &nbsp; &nbsp;&nbsp; | # measurement using a set of 5 digital indicators with a fixed position from the left support, only the front specimens (A) is measured using this technique<br>| &nbsp; &nbsp; &nbsp;&nbsp;&nbsp;&nbsp; | # columns: time, curvature and standard devidation of curvature. Weights corresponding to theoretical normalized deflections are applied.<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 1a_weighted_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 2a_weighted_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 3a_weighted_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 4a_weighted_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 5a_weighted_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 6a_weighted_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;| &nbsp; &nbsp;|--- 7a_weighted_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- DIC<br>| &nbsp; &nbsp; &nbsp; &nbsp;&nbsp; | # measurement using digital image correlation, locations of the reference plates are above the support and at quarter-spans<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 1_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; | # columns: time, mean curvature and standard deviation of curvature. The values are calculated from specimens A, B and C. The weights are given by the standard deviation of curvature of the individual specimens<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 1a_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; | # columns: time, mean curvature and standard deviation of curvature.<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 1b_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 1c_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 2_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 2a_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 2b_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 2c_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 3_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 3a_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 3b_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 3c_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 4_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 4a_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 4b_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 4c_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 5_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 5a_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 5b_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 5c_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 6_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 6a_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 6b_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 6c_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 7_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 7a_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 7b_stat_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; |--- 7c_stat_toi.csv<br>|<br>|--- drying_cylinders<br>| # data of moisture loss measured on cylinders drying from the top and bottom surface and with a sealed circumference, onset of drying at concrete age 28 days<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- drying_cylinders_average.gnu<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- data<br>| &nbsp; &nbsp;| # columns: duration of drying, average moisture loss [kg/m^3], standard deviation of moisture loss<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- dwdV_25_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- dwdV_50_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- dwdV_100_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- dwdV_150_toi.csv<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- dwdV_200_toi.csv<br>|<br>|---isotherm<br>| # data for sorption isotherm expressed as a dependence of moisture content [kg/m^3] on relative humidity [-]<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- isotherm.gnu<br>| &nbsp; &nbsp;| experimental data and a least-squares fit with a VanGenuchten expression<br>| &nbsp; &nbsp;|<br>| &nbsp; &nbsp;|--- data<br>| &nbsp;&nbsp; | # columns: relative humidity, average moisture content and standard deviation of moisture content<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- isotherm_beam.dat<br>| &nbsp; &nbsp; &nbsp; &nbsp;&nbsp; | # data measured on specimens cut from a spare concrete beam<br>| &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;|--- isotherm_cube.dat<br>| &nbsp; &nbsp; &nbsp;&nbsp;&nbsp;&nbsp; | # data measured on specimens cut from a standard concrete cube&nbsp;</p>