Table 2.
Results of bending creep test for each type of parallel- and cross-laminated woods
| Types | Density (Mg/m3) | N | A (10-11 Pa-1) | D(0.008) (10-11 Pa-1) | Dc(168) (10-11 Pa-1) | Rc (%) |
| P‖(S) | 0.391 (3.3) | 0.320 (34.1) | 0.295 (50.6) | 16.73 (12.2) | 1.34 (20.6) | 8.0 (18.5) |
| P‖(H) | 0.437 (0.8) | 0.261 (13.0) | 0.174 (39.2) | 10.80 (3.9) | 0.67 (21.2) | 6.2 (20.2) |
| P‖(L) | 0.589 (2.8) | 0.493 (50.7) | 0.141 (145.5) | 8.41 (8.9) | 0.73 (61.6) | 8.4 (53.2) |
| P‖(C) | 0.562 (2.5) | 0.322 (27.7) | 0.230 (74.8) | 11.44 (8.6) | 1.04 (34.4) | 9.0 (30.5) |
| P‖(T) | 0.558 (5.6) | 0.263 (10.1) | 0.243 (31.5) | 9.67 (15.8) | 0.96 (32.9) | 9.8 (19.5) |
| P‖(O) | 0.860 (2.9) | 0.287 (4.4) | 0.181 (26.8) | 7.11 (8.0) | 0.78 (22.6) | 11.0 (14.7) |
| P⊥(S) | 0.398 (2.6) | 0.241 (11.7) | 11.38 (30.7) | 122.7 (8.8) | 41.26 (23.4) | 33.4 (17.1) |
| P⊥(H) | 0.463 (2.9) | 0.280 (12.0) | 8.07 (14.8) | 109.3 (4.8) | 34.04 (5.6) | 31.1 (3.5) |
| P⊥(L) | 0.566 (7.3) | 0.239 (3.5) | 10.11 (2.6) | 87.32 (7.6) | 35.76 (4.9) | 41.2 (11.4) |
| P⊥(C) | 0.575 (3.3) | 0.284 (11.2) | 6.07 (21.4) | 72.35 (10.6) | 26.04 (8.1) | 36.1 (7.6) |
| P⊥(T) | 0.609 (8.4) | 0.221 (26.0) | 7.32 (10.0) | 75.43 (7.3) | 22.40 (30.0) | 30.0 (32.8) |
| P⊥(O) | 0.861 (2.9) | 0.277 (2.9) | 3.22 (6.6) | 37.09 (3.1) | 13.45 (8.1) | 36.2 (5.3) |
| C‖(S) | 0.383 (2.8) | 0.252 (9.4) | 0.761 (19.0) | 19.75 (24.9) | 2.82 (13.5) | 15.2 (38.9) |
| C‖(H) | 0.467 (4.9) | 0.254 (7.5) | 0.394 (6.5) | 13.41 (7.7) | 1.42 (12.1) | 10.6 (4.3) |
| C‖(L) | 0.574 (2.1) | 0.254 (10.8) | 0.496 (26.4) | 10.84 (11.4) | 1.88 (28.2) | 17.2 (20.6) |
| C‖(C) | 0.563 (2.1) | 0.292 (2.9) | 0.266 (34.9) | 12.75 (16.8) | 1.18 (37.1) | 9.1 (19.9) |
| C‖(T) | 0.579 (5.4) | 0.251 (17.1) | 0.362 (21.1) | 10.35 (18.4) | 1.33 (37.9) | 12.5 (22.7) |
| C‖(O) | 0.845 (2.3) | 0.274 (13.0) | 0.211 (23.3) | 7.17 (3.6) | 0.85 (18.1) | 11.9 (16.8) |
| C⊥(S) | 0.405 (2.4) | 0.241 (1.9) | 5.59 (10.4) | 86.62 (8.3) | 19.80 (12.7) | 22.8 (6.6) |
| C⊥(H) | 0.459 (4.0) | 0.260 (6.6) | 3.54 (3.9) | 75.40 (7.8) | 13.43 (11.8) | 17.8 (6.7) |
| C⊥(L) | 0.583 (5.7) | 0.252 (8.0) | 3.85 (26.4) | 61.00 (10.9) | 14.47 (18.8) | 23.7 (12.6) |
| C⊥(C) | 0.569 (1.4) | 0.277 (10.0) | 3.35 (10.1) | 63.09 (3.7) | 13.84 (4.9) | 22.0 (6.9) |
| C⊥(T) | 0.585 (6.2) | 0.234 (10.2) | 4.15 (20.4) | 58.31 (10.0) | 13.23 (20.4) | 22.8 (20.4) |
| C⊥(O) | 0.851 (4.2) | 0.270 (3.6) | 2.21 (4.3) | 32.36 (7.0) | 8.58 (7.1) | 26.5 (4.4) |
N and A are the constant values in the exponential regression between creep compliance and time [Dc(t) = AtN], D(0.008) is initial compliance (at 0.008 h), Dc(168) is creep compliance except for initial compliance at 168 h (D(168)－D(0.008)), Rc is relative creep (100(Dc(168) / D(0.008)). Each value in parentheses is the coefficient of variation (%).