Research Article
Health Monitoring of Nuclear Structure Containment Using Strain Gauges to Assess the Integrity
Table 3
Strain measurements from SMER’s—pressure from 1.73 to 0 kg/cm2.
| SMER no. | Location | Legend | Microstrain at pressure down (kg/cm2) | 1.73 | 1.40 | 1.06 | 0.70 | 0.35 | 0 | 0 (24 hrs) |
| On steel | | | | | | | | SE-55 | Dome SG-1 opening, N-S | (S1) | 102.7 | 71.8 | 59.2 | 37.6 | 14.9 | −8.1 | −10.5 | SE-56 | Dome SG-1 opening, E-W | (S1) | 38.6 | 22.0 | 31.9 | 28.3 | 16.5 | −4.5 | −4.5 | SE-57 | Dome SG-1 opening, N-S | (S2) | 20.8 | −4.0 | 34.8 | 27.3 | 12.8 | −8.3 | −5.2 | SE-58 | Dome SG-1 opening, E-W | (S2) | 34.8 | 8.4 | 47.1 | 37.2 | 19.4 | −7.2 | −2.5 | SE-59 | Dome SG-1 opening, N-S | (S3) | 97.5 | 67.0 | 66.8 | 47.9 | 25.4 | −1.2 | −0.4 | SE-60 | Dome SG-1 opening, E-W | (S3) | 33.9 | 18.3 | 33.9 | 30.3 | 19.0 | −4.5 | −4.1 |
| On Concrete | | | | | | | | SE-01 | Stressing gallery, 84.85M, outer side (N), V | A | 8.0 | 3.8 | 4.3 | 1.4 | 0.0 | −7.0 | −23.3 | SE-02 | Stressing gallery, 84.85M, inner side (N), V | B | 17.7 | 15.7 | 10.1 | 5.2 | 2.1 | −10.1 | −33.8 | SE-08 | ICW (O), 88.1M, (S), V | D | −13.0 | −9.0 | −3.5 | 5.1 | 8.8 | 15.6 | 18.3 | SE-25 | Ring beam, 133.5M, ICW (N), Cir | M | −28.1 | −25.9 | −19.7 | −2.3 | 14.9 | 24.1 | 23.3 |
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