Manufacturing and Structural Feasibility of Natural Fiber Reinforced Polymeric Structural Insulated Panels for Panelized Construction

Table 1

Parameter obtained from flexural test on NSIPs, G/PP SIPs, and OSB SIPs.

Description	Load at failure (N)	Deflection obtained (mm)	Bending modulus (MPa)	Maximum bending stress (MPa)	Weight of material (gm)
NSIPs	511.52	27.83	1.71E3	5.41	518.4
OSB SIPs	978.56	18.84	0.90E3	2.86	732.8
G/PP SIPs	266.88	43	9.74E3	6.78	379.6