Mechanical Properties and Strength Grading of Engineered Bamboo Composites in China

Table 4

The details of the best-fit distribution functions of modulus for EBC.

Group	Compression		Tension		Shear
	Ec,0	Ec,90	Et,0	Et,90	Gs,0	Gs,90
EBC1	x − L (2.97, 0.08^2)	x − N (4.04, 0.64^2)	x − L (2.94, 0.10^2)	x − N (3.22, 0.84^2)	x − L (1.63, 0.13^2)	x − L 1.49, 0.12^2)
EBC2	x − N (17.39, 1.80^2)	x − L (1.49, 0.19^2)	x − L (2.80, 0.12^2)	x − L (2.16, 0.26^2)	x − L (1.43, 0.12^2)	x − L (1.60, 0.15^2)
EBC3	x − L (2.73, 0.05^2)	x − L (1.35, 0.10^2)	x − L (2.67, 0.09^2)	x − L (1.93, 0.25^2)	x − W (4.64, 9.86)	x − W (4.92, 7.53)
EBC4	x − N (9.43, 0.10^2)	x − N (2.77, 0.43^2)	x − L (2.62, 0.22^2)	x − W (1.25, 3.36)	x − L (0.77, 0.17^2)	x − L (1.01, 0.16^2)
EBC5	x − N (16.82, 1.69^2)	x − N (3.44, 0.40^2)	x − N (16.96, 2.53^2)	x − W (1.58, 4.56)	x − L (1.43, 0.12^2)	x − L 1.49, 0.12^2)
EBC6	x − N (13.03, 0.94^2)	x − W (2.05, 4.82)	x − N (13.19, 1.77^2)	x − L (1.28, 0.25^2)	x − N (2.62, 0.35^2)	x − N (2.54, 0.23^2)
EBC7	x − N (10.45, 0.89^2)	x − N (1.88, 0.24^2)	x − L (2.53, 0.22^2)	x − W (9.26, 4.39)	x − L (0.85, 0.14^2)	x − N (2.99, 0.38^2)
EBC8	x − L (2.45, 0.08^2)	x − W (2.38, 5.10)	x − L (2.27, 0.17^2)	x − L (1.84, 0.26^2)	x − N (2.95, 0.32^2)	x − W (3.07, 5.95)
EBC9	x − L (2.55, 0.06^2)	x − N (2.01, 0.20^2)	x − N (11.56, 1.82^2)	x − L (1.29, 0.25^2)	x − L (0.94, 0.10^2)	x − L (1.11, 0.15^2)