Fig. 1

(a) Illustration and associated coordinate system of BFRC beam; (b) bamboo fiber distributions across beam thickness"

Table 1

Validation and convergence of dimensionless fundamental frequencies of homogeneous and FG beams (L/h = 6)"

Table 2

Validation and convergence of dimensionless critical buckling loads of homogeneous and FG beams (L/h = 6 and (k1, k2) = (0.00, 0.00))"

Table 3

Bamboo fiber distributions"

Table 4

Dimensionless natural frequencies (ωi) of BFRC beams under C-C condition (L/h = 15)"

Table 5

Dimensionless natural frequencies (ωi) of BFRC beams under C-H condition (L/h = 15)"

Table 6

Dimensionless natural frequencies (ωi) of BFRC beams under H-H condition (L/h = 15)"

Table 7

Dimensionless natural frequencies (ωi) of BFRC beams under C-F condition (L/h = 15)"

Fig. 2

Variations of fundamental natural frequency of BFRC beams with different bamboo fiber distributions (color online)"

Fig. 3

Variations of fundamental natural frequency of BFRC beams with different bamboo fiber volume fractions (color online)"

Fig. 4

Variations of fundamental natural frequency of BFRC beams with different foundation stiffness values (color online)"

Fig. 5

Variations of fundamental natural frequency of BFRC beams with different BCs (color online)"

Table 8

Dimensionless critical buckling loads (Pcr) of BFRC beams under different BCs (L/h = 15)"

Table 9

Dimensionless critical buckling loads (Pcr) of BFRC beams under C-C condition for Vf* = 0.28 and (k1, k2) = (0.10, 0.02)"

Table 10

PDs between dimensionless fundamental frequencies of BFRC and homogenous beams under different BCs (L/h = 15)"

Table 11

PDs between dimensionless critical buckling loads of BFRC and homogenous beams under different BCs (L/h = 15)"

Table 12

Comparisons between BFRC and CNTRC beams[48] under C-C condition for dimensionless fundamental frequencies (L/h = 15)"

Table 13

Comparisons between BFRC and CNTRC beams[48] under C-H condition for dimensionless fundamental frequencies (L/h = 15)"

Table 14

Comparisons between BFRC and CNTRC beams[48] under H-H condition for dimensionless fundamental frequencies (L/h = 15)"

Table 15

Comparisons between BFRC and CNTRC beams[48] under C-F condition for dimensionless fundamental frequencies (L/h = 15)"

Table 16

Comparisons between BFRC and CNTRC beams[48] under C-C condition for dimensionless critical buckling loads (L/h = 15)"

Table 17

Comparisons between BFRC and CNTRC beams[48] under C-H condition for dimensionless critical buckling loads (L/h = 15)"

Table 18

Comparisons between BFRC and CNTRC beams[48] under H-H condition for dimensionless critical buckling loads (L/h = 15)"

Table 19

Comparisons between BFRC and CNTRC beams[48] under C-F condition for dimensionless critical buckling loads (L/h = 15)"