Research Article
Rehabilitation Effect Evaluation of CFRP-Lined Prestressed Concrete Cylinder Pipe under Combined Loads Using Numerical Simulation
Table 6
Number of broken wires required to cause onset of visual crack for outer concrete core.
| | Component | S1 | S2 | | Crown | Springline | Invert | Crown | Springline | Invert |
| | Model A | 90 | 110 | 175 | 125 | 135 | no visual crack | | Model B | 90 | 110 | no visual crack | 125 | 135 | no visual crack | | Proportion of improvement | 0.00% | 0.00% | no value | 0.00% | 0.00% | no value |
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