Advances in Civil Engineering / 2018 / Article / Tab 4

Research Article

Flexural Modelling and Finite Element Analysis of FRC Beams Reinforced with PVA and Basalt Fibres and Their Validation

Table 4

Tension test results at 28 days.

SeriesSpecimen IDDirect tension test result
At crackingPostcrackingAt crackingPostcracking
Load (kN)Elongation (mm)Load (kN)Elongation (mm)Stress (MPa)Strain (mm/mm)Stress (MPa)Strain (mm/mm)

“P”P-026.300.024285.3670.0001214
PP-126.440.0232110.6170.03635.3960.00011602.1670.0001817
PP-230.910.0248317.4420.10156.3080.00012423.5590.0005077
PP-326.630.0253921.6770.10095.4360.0012694.4240.0005047
PB-127.270.024285.5640.0001214
PB-231.230.025786.3740.0001289
PB-327.950.030465.7030.0001523
“S”S-027.020.024825.5150.0001241
SP-129.150.0220110.720.041575.9490.00011002.1880.0002078
SP-230.730.0315115.6720.088326.2710.00015763.1980.0004416
SP-331.240.0370318.6230.085056.3750.00018513.8010.0004253
SB-129.760.0302126.0730.0001511
SB-231.370.0369386.4020.0001847
SB-328.800.0247955.8790.0001240
“M”M-030.240.025056.1720.0001252
MP-131.350.0274511.9280.042996.3990.00013732.4340.0002150
MP-232.080.0354217.8610.042686.5470.00017713.6450.0002134
MP-329.840.0337719.280.067816.0890.00016883.9350.0003390
MB-129.160.025255.9520.0001262
MB-233.530.034086.8430.0001704
MB-334.680.030977.0780.0001549