Table 2 Data X in the BondSlipNet database.
Serial number | Parameter range | #1 | #2 | #3 | … | #558 |
|---|---|---|---|---|---|---|
Water | 0 ~ 2.04 | 0.58 | 0.58 | 0.58 | … | 0.83 |
Cement | 0 ~ 1 | 1.00 | 1.00 | 1.00 | … | 1.00 |
Sand | 0 ~ 3.33 | 2.13 | 2.13 | 2.13 | … | 2.52 |
Aggregate | 0 ~ 6.12 | 2.93 | 2.93 | 2.93 | … | 4.82 |
Fc (MPa) Compressive strength | 21.64 ~ 102.62 | 35.90 | 35.90 | 35.90 | … | 44.60 |
Da (mm) Maximum aggregate size | 0 ~ 31 | 20.00 | 20.00 | 20.00 | … | 20.00 |
fy (MPa) Rebar yield strength | 206 ~ 1374 | 410.00 | 410.00 | 410.00 | … | 422.00 |
c (mm) Concrete cover thickness | 20 ~ 225 | 45.25 | 45.25 | 45.25 | … | 63.00 |
ds (mm) Rebar diameter | 6 ~ 50 | 9.50 | 9.50 | 9.50 | … | 14.00 |
As (mm2) Rebar area | 28.27 ~ 1963.5 | 70.88 | 70.88 | 70.88 | … | 153.94 |
S (mm) Stirrup spacing | 0 ~ 240 | 0.00 | 0.00 | 0.00 | … | 0.00 |
dsv (mm) Stirrup diameter | 0 ~ 10 | 0.00 | 0.00 | 0.00 | … | 0.00 |
Es (MPa) Rebar elastic modulus | 157,575 ~ 257,536 | 203,000 | 203,000 | 203,000 | … | 209,000 |
Ec (MPa) Concrete elastic modulus | 1523 ~ 44,240 | 31,580 | 31,580 | 31,580 | … | 33,579 |
Esv (MPa) Stirrup elastic modulus | 0 ~ 210,000 | 0.00 | 0.00 | 0.00 | … | 0.00 |
L (mm) Embedded length | 15 ~ 370 | 40.00 | 60.00 | 80.00 | … | 70.00 |
Sr(mm) Rib spacing | 0 ~ 15 | 5.92 | 5.92 | 5.92 | … | 9.00 |
Lr (mm) Rib top length | 0 ~ 3 | 1.33 | 1.33 | 1.33 | … | 1.06 |
Lb (mm) Rib bottom length | 0 ~ 4.8 | 2.11 | 2.11 | 2.11 | … | 3.14 |
Hr (mm) Rib height | 0 ~ 1.82 | 0.52 | 0.52 | 0.52 | … | 1.40 |
Alpha (°) Rib angle | 0 ~ 90 | 65.00 | 65.00 | 65.00 | … | 53.20 |
Degree of decay (%) | 0 ~ 13.5 | 0.00 | 0.00 | 0.00 | … | 0.00 |
Ac (mm2) Concrete section area | 3632 ~ 250,000 | 7854 | 7854 | 7854 | … | 19,600.00 |
Coefficient of friction | -1 ~ 1.5 | 1.00 | 1.00 | 1.00 | … | 1.00 |
Number of test pieces | / | 18 | … | 36 | ||
Task type | / | AcirBpla CnorDnstiEnor | AcirBpla CnorDnstiEnor | AcirBpla CnorDnstiEnor | … | AsquBpla CnorDnstiEnor |
Reference | / | Yeih et al., (1997) | … | Qi et al., (2020) | ||