Research Article
Experimental Analysis of Pretensioned CLT-Glulam T-Section Beams
Table 3
Geometric characteristics of the tested specimens.
| | Type | Wood | Specimen number | Specimen geometry | Test | Tensioning tendon | | L (mm) | H (mm) | h1 (mm) | h2 (mm) | b1 (mm) | b2 (mm) | Φ (mm) |
| | B/PIC-1 to 4 | Picea abies | 4 | 9000 | — | — | 210 | — | 160 | Bending | — | | B/OAK-1 to 4 | Quercus robur | 4 | 9000 | — | — | 210 | — | 160 | Bending | — | | B/CLT-1 to 4 | CLT | 4 | 9000 | — | 90 | — | 600 | — | Bending | — | | C/PIC-1 to 4 | Picea abies | 4 | 330 | 55 | — | — | — | 55 | Compression | — | | C/OAK-1 to 4 | Quercus robur | 4 | 330 | 55 | — | — | — | 55 | Compression | — | | F1/PIC-1 to 4 | T-section with Picea abies web | 4 | 9000 | 300 | 90 | 210 | 600 | 160 | Bending | — | | F1/OAK-1 to 4 | T-section with Quercus robur web | 4 | 9000 | 300 | 90 | 210 | 600 | 160 | Bending | — | | F2/PIC-1 to 4 | T-section with Picea abies web | 4 | 9000 | 300 | 90 | 210 | 600 | 160 | Bending | 20 | | F2/OAK-1 to 4 | T-section with Quercus robur web | 4 | 9000 | 300 | 90 | 210 | 600 | 160 | Bending | 20 |
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