Advances in Civil Engineering / 2018 / Article / Tab 7

Research Article

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

Table 7

Comparison of finite element (FE) analysis and experimental results.

SeriesBeam IDsFinite element analysis (FEA) resultsExperimental resultsMathematical model resultsExperimental/FEA results
Load (kN)Deflection (mm)Tensile strain (mm/mm)Load (kN)Deflection (mm)Tensile strain (mm/mm)Load (kN)Load (kN)Deflection (mm)Tensile strain (mm/mm)

“P”P-010.4160.21990.000123810.450.2270.00013109.720.99670.96870.9450
PP-111.670.25990.000115111.680.2620.000124310.830.99910.99200.9260
PP-211.9540.27990.000123912.100.2890.000128610.840.98790.96850.9635
PP-310.2640.2750.000169310.880.2820.000170810.100.94340.97520.9912
PB-110.6320.21990.000097410.700.2210.000103410.210.99360.99500.9422
PB-212.3520.26990.000158212.440.2720.000159010.270.99290.99230.9950
PB-310.9820.22990.000132610.990.2300.00013269.910.99930.99961.0000
“S”S-010.850.22990.000101910.990.2320.000102010.450.98730.99090.9990
SP-111.5940.24990.000110711.820.2550.000129711.550.98090.98000.8535
SP-211.7880.25990.000115112.4590.2630.000146811.550.94610.98820.7841
SP-311.2140.24990.000111911.4620.2540.000173610.780.97840.98390.6446
SB-111.600.23990.000106311.930.2430.000161010.940.97230.98720.6602
SB-212.1680.27990.000166012.190.2830.000169910.960.99820.98900.9770
SB-311.4200.26990.000161511.430.2710.000166610.590.99910.99590.9694
“M”M-011.8200.23990.000106411.8330.2410.000125811.360.99890.99540.8458
MP-111.9060.22990.000102012.080.2300.000143111.930.98560.99960.7128
MP-212.6840.24990.000110812.8040.2500.000183811.940.99060.99960.6028
MP-310.4740.23990.000110811.060.2430.000173711.140.88820.94610.9505
MB-112.2680.25990.000115212.310.2600.000154911.330.99660.99960.7437
MB-214.110.28990.000181614.1340.2920.000183111.350.99830.99280.9918
MB-314.3260.29990.000132914.5570.3000.000152810.950.98410.99970.8698

Note. Experimental results of the beams are borrowed from [14], and mathematical model results are borrowed from Table 5.