Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Numerical Analysis on Shear Behavior of Joints under Low Confining and Eccentric Loads

Table 1

Experimental results from the study by Jiang et al. [12] and Zhou and Mickleborough [5].

Specimen (initial designation)Specimen (redefined designation)Type of jointType of concrete (MPa)Confining pressure (MPa)Experimental shear strength (kN)

M0-H6-N-0.5M0-C50-0.5MonolithicNormal concrete50.320.5176.60
M0-H6-N-1.0M0-C50-1.0MonolithicNormal concrete50.321.0199.30
M0-H6-N-2.0M0-C50-2.0MonolithicNormal concrete50.322.0213.10
K1-H6-N-0.5K1-C50-0.5Single-keyed dry jointNormal concrete49.050.597.40
K1-H6-N-1.0K1-C50-1.0Single-keyed dry jointNormal concrete49.051.0118.90
K1-H6-N-2.0K1-C50-2.0Single-keyed dry jointNormal concrete49.052.0137.50
K1-S6-60-0.5K1-S50-0.5Single-keyed dry jointSteel fiber-reinforced concrete53.100.5110.80
K1-S6-60-1.0K1-S50-1.0Single-keyed dry jointSteel fiber-reinforced concrete53.101.0135.70
K1-S6-60-2.0K1-S50-2.0Single-keyed dry jointSteel fiber-reinforced concrete53.102.0162.40
M1-E1-K1EA1-C50-1.0Single-keyed epoxied joint (1 mm thick epoxy)Normal concrete53.101.0273.00
M2-E1-K1EA1-C50-2.0Single-keyed epoxied joint (1 mm thick epoxy)Normal concrete53.102.0405.00
M3-E1-K1EA1-C50-3.0Single-keyed epoxied joint (1 mm thick epoxy)Normal concrete57.603.0474.00
M1-E2-K1EB1-C50-1.0Single-keyed epoxied joint (2 mm thick epoxy)Normal concrete53.501.0251.00
M2-E2-K1EB1-C50-2.0Single-keyed epoxied joint (2 mm thick epoxy)Normal concrete53.502.0377.00
M3-E2-K1EB1-C50-3.0Single-keyed epoxied joint (2 mm thick epoxy)Normal concrete55.203.0488.00
M1-E3-K1EC1-C50-1.0Single-keyed epoxied joint (3 mm thick epoxy)Normal concrete56.601.0265.00
M2-E3-K1EC1-C50-2.0Single-keyed epoxied joint (3 mm thick epoxy)Normal concrete59.602.0318.00
M3-E3-K1EC1-C50-3.0Single-keyed epoxied joint (3 mm thick epoxy)Normal concrete56.203.0355.00

Note: is the cylinder compressive strength of concrete at the test day.

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