Advances in Materials Science and Engineering / 2015 / Article / Tab 4

Research Article

Experimental Study on Sandwich Bridge Decks with GFRP Face Sheets and a Foam-Web Core Loaded under Two-Way Bending

Table 4

Two-way bending test results.

Specimen Failure mode
(kN)(kN)(mm) (mm)(kN/mm) (kNmm) (kNmm)

CON6018.218.216.4916.491.101.00150.1150.11.00D
CON10032.132.120.4320.431.571.00327.9327.91.00D
P4S7W1T334.653.214.240.92.442.88245.71417.85.77C
P6S7W1T379.682.117.532.54.551.86696.51909.32.74C
P1S7W1T388.5108.412.321.47.201.74544.31440.22.65C
P6S7W1T131.838.914.532.12.192.21230.6852.73.70C
P6S7W1T4111.2144.218.928.25.881.491050.82238.52.13C
P6S7W3T3130.1137.810.215.712.751.54663.51400.22.11C
P4S1W1T337.248.516.733.22.231.99310.61017.73.28C
P6S1W1T358.263.615.928.13.661.77462.71205.72.61C
P1S1W1T371.486.713.923.15.141.66496.21223.52.47C
P1S1W1T132.340.917.531.91.851.82282.6809.72.86C
P1S1W1T4102.3130.99.7814.310.461.46500.31027.32.05C
P6S1W4T3105.7126.911.216.59.441.47591.91208.32.04C

Note: “D” is delamination failure and “C” is top face sheet compressive failure.