Mechanical Behaviour of Glass Fibre-Reinforced Polymer/Polyvinyl Chloride Foam Cored Sandwich Structures

Table 4

EW and FW compressive parameters.

Specimen	(MPa)	(MPa)	(MPa)	EWC peak load (kN)
A10-4	5.13	15.80	42.28	7.61 ± 0.54
A10-8	5.13	15.80	63.36	11.41 ± 0.89
C10-4	5.44	58.57	47.63	11.78 ± 0.74
C10-8	5.44	58.57	95.27	18.92 ± 1.13
E10-4	5.13	15.80	57.04	10.27 ± 0.83
E10-8	5.44	58.57	41.22	14.84 ± 0.71
A15-4	1.35	33.80	56.49	10.17 ± 0.70
A15-8	2.02	100.89	28.98	10.43 ± 0.96
C15-4	1.35	33.80	103.64	18.66 ± 0.63
C15-8	2.02	100.89	61.87	22.27 ± 1.25
E15-4	1.35	33.80	71.23	12.82 ± 1.28
E15-8	2.02	100.89	58.74	21.15 ± 1.17
A20-4	2.82	6.68	57.96	10.43 ± 1.12
A20-8	2.82	6.68	71.74	12.91 ± 0.56
C20-4	4.33	46.88	64.46	11.60 ± 0.88
C20-8	4.33	46.88	58.42	21.03 ± 0.98
E20-4	2.82	6.68	66.21	11.92 ± 1.56
E20-8	4.33	46.88	76.64	13.80 ± 1.92