Research Article
Experiment on the Segment Model of a Plain Concrete Arch Bridge Reinforced with UHPC Composite Arch Circle
Table 7
Measured and calculated value of segment models.
| # | Notation | N | | | | | | | |
| 1 | P00-L-00 | 1108 | — | — | — | — | — | 1111 | 1.00 | 2 | P00-L-30 | 682 | — | — | — | — | — | 635 | 1.07 | 3 | N70-L-00 | 1630 | 1156 | 614 | 1770 | 0.35 | 0.92 | 1798 | 0.91 | 4 | N70-L-20 | 1660 | 1293 | 298 | 1591 | 0.19 | 1.04 | 1455 | 1.14 | 5 | N70-L-30 | 1242 | 1056 | 234 | 1290 | 0.18 | 0.96 | 1284 | 0.97 | 6 | N70-L-40 | 992 | 730 | 229 | 959 | 0.24 | 1.03 | 1113 | 0.89 | 7 | U35-L-20-1 | 1249 | 1068 | 185 | 1254 | 0.15 | 1.00 | 1119 | 1.12 | 8 | U35-L-20-2 | 1198 | 1000 | 186 | 1187 | 0.16 | 1.01 | 1119 | 1.07 | 9 | U35-L-40-1 | 914 | 877 | 116 | 993 | 0.12 | 0.92 | 788 | 1.16 | 10 | U35-L-40-2 | 841 | 847 | 70 | 917 | 0.08 | 0.92 | 788 | 1.06 | 11 | U35-R-20-1 | 1375 | 828 | 406 | 1234 | 0.33 | 1.11 | 1119 | 1.23 | 12 | U35-R-20-2 | 1354 | 885 | 381 | 1266 | 0.30 | 1.07 | 1119 | 1.21 | 13 | U35-R-30-1 | 1111 | 685 | 382 | 1068 | 0.36 | 1.04 | 953 | 1.17 | 14 | U35-R-30-2 | 1135 | 667 | 390 | 1057 | 0.37 | 1.07 | 953 | 1.19 | 15 | U70-L-20 | 1623 | 1266 | 569 | 1835 | 0.31 | 0.88 | 1455 | 1.12 |
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