Research Article
An Investigation into the Response of GFRP-Reinforced Glue-Laminated Tudor Arches
Table 2
Summary of the finite element results of the twelve models.
| Cases | Length of reinforcement at top surface (mm) | Length of reinforcement at the bottom surface (mm) | Vertical displacement at the peak (mm) | Horizontal displacement at the haunch (mm) | Vertical displacement at the mid-rafter (mm) | von Mises stress at the haunch (MPa) |
| Control | | | −5.34 | −4.32 | −8.96 | 8.44 | Case (A) | 2034 | 1973.26 | −3.57 | −2.75 | −5.98 | 4.89 | Case (B) | | 1973.26 | −4.27 | −3.36 | −6.64 | 7.80 | Case (C) | 2034 | | −4.40 | −3.48 | −6.74 | 4.98 | Case (D) | | 770 | −3.99 | −3.17 | −7.22 | 7.98 | Case (E) | 873 | 582 | −3.63 | −2.75 | −7.06 | 5.36 | Case (F) | | 1390 | −5.03 | −4.01 | −7.23 | 8.21 | Case (G) | 1450 | 1390 | −4.93 | −3.94 | −6.45 | 6.66 | Case (H) | | 1000 | −4.04 | −3.18 | −7.06 | 7.92 | Case (I) | 1060 | 1000 | −4.05 | −3.16 | −6.77 | 5.64 | Case (J) | 1452 | | −5.22 | −4.21 | −7.25 | 6.81 | Case (K) | 1500 | 1600 | −4.09 | −3.16 | −6.34 | 5.13 |
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