Research Article
Behavior of Hybrid CFRP Laminated Thin-Walled Beams: Experimental, Numerical, and Analytical Evaluations
Table 5
Specific strength ratio results for tested beams.
| | Case no. | Specimen ID | Specimen weight (kg) | Specific-strength ratio |
| | Case one | S1 (control) | 36 | 3.38 |
| | Case two/group A | S-A-1 | 4.6 | 3.76 | | S-A-2 | 5.1 | 4.07 | | S-A-3 | 5.7 | 4.38 |
| | Case three | S2 (control) | 36 | 3.83 |
| | Case four/group B | S-B-1 | 4.8 | 5.125 | | S-B-2 | 5.8 | 4.59 | | S-B-3 | 6.3 | 4.44 | | S-B-4 | 6.7 | 4.32 |
|
|
