[88 A. H. Mattock, W. K. Li, and T. C. Wang, "Shear transfer in lightweight reinforced concrete," PCI J., vol. 21, no. 1, pp. 20–39, 1976.] |
0.92 |
1.17 |
0.18 |
0.22 |
19.57 |
18.51 |
[2121 L. F. Kahn and A. D. Mitchell, "Shear friction tests with high-strength concrete," Struct. J., vol. 99, no. 1, pp. 98–103, 2002.] |
0.87 |
0.95 |
0.43 |
0.39 |
49.43 |
40.86 |
[2323 M. A. Mansur, T. Vinayagam, and K.-H. Tan, "Shear transfer across a crack in reinforced high-strength concrete," J. Mater. Civ. Eng., vol. 20, no. 4, pp. 294–302, 2008, http://dx.doi.org/10.1061/(ASCE)0899-1561(2008)20:4(294). http://dx.doi.org/10.1061/(ASCE)0899-156...
] |
0.99 |
1.06 |
0.36 |
0.13 |
36.36 |
12.51 |
[66 L. Emiko, V. Thamaraikkannan, W. T. Huan, and T. Thangayah, "Shear transfer in lightweight concrete," Mag. Concr. Res., vol. 63, no. 6, pp. 393–400, 2011., http://dx.doi.org/10.1680/macr.9.00162. http://dx.doi.org/10.1680/macr.9.00162...
] |
0.79 |
0.96 |
0.13 |
0.14 |
16.46 |
14.76 |
[2727 K. A. Harries, G. Zeno, and B. Shahrooz, "Toward an improved understanding of shear-friction behavior," ACI Struct. J., vol. 109, no. 6, pp. 835–844, 2012, http://dx.doi.org/10.14359/51684127. http://dx.doi.org/10.14359/51684127...
] |
0.81 |
0.97 |
0.18 |
0.14 |
22.22 |
14.16 |
[2222 L. H. Shaw and L. H. Sneed, "Interface shear transfer of lightweight-aggregate concretes cast at different times," PCI J., vol. 53, no. 3, pp. 130–144, 2014.] |
0.81 |
0.97 |
0.15 |
0.18 |
18.52 |
18.23 |
[2828 S. L. Wermager, “Shear-friction of sand-lightweight clay and slate aggregate concretes with varied reinforcement ratios,” M.S. thesis, Missouri Univ. Sci. Technol., Rolla, MO, 2015.] |
0.77 |
0.96 |
0.12 |
0.15 |
15.58 |
15.08 |
[2929 K. Krc, “An investigation of shear-friction of lightweight aggregate concretes,” M.S. thesis, Missouri Univ. Sci. Technol., Rolla, MO, 2015.] |
0.82 |
1.04 |
0.13 |
0.16 |
15.85 |
15.46 |
[1515 P. D. S. Pereira, “Avaliação da teoria atrito-cisalhamento em concreto leve e de alta resistência,” M.S. thesis, Univ. Est. Norte Fluminense, Campos dos Goytacazes, 2016.] |
0.65 |
0.77 |
0.10 |
0.09 |
15.38 |
12.12 |
[1616 T. A. Soares, “Teoria atrito-cisalhamento em concretos de diferentes resistências e densidades através do ensaio de Push-off,” M.S. thesis, Univ. Est. Norte Fluminense, Campos dos Goytacazes, 2018.] |
0.63 |
0.77 |
0.16 |
0.22 |
25.40 |
28.39 |
General Average
|
0.81
|
0.96
|
|
|
|
|