Author Affiliations
1College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, Guangxi , China2Collaborative Innovation Center for Exploration of Nonferrous Metal Deposits and Efficient Utilization of Resources, Guilin University of Technology, Guilin 541004, Guangxi , China3Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin 541004, Guangxi , Chinashow less
Fig. 1. Sensing principle of the FBG
Fig. 2. Structure of self-sensing steel strand. (a) Physical drawings; (b) schematic diagram
Fig. 3. Damage location distribution of common steel strands. (a) Damage location diagram of each set of steel strand; (b) damage area of single strand of B11 steel strand 2/3
Fig. 4. Distribution of steel strands in the anchorage plate
Fig. 5. Physical drawing of the pretest tensioning machine
Fig. 6. Overall picture of steel strand after wire breaking
Fig. 7. Changes of broken wire signal of the first group of specimens in loading process. (a) B11; (b) D12; (c) D22
Fig. 8. Changes of broken wire signals of the second group of specimens in loading process. (a) B11; (b) D12; (c) D22
Fig. 9. Changes of broken wire signal of the third group of specimens in loading process. (a) B11; (b) D12; (c) D22
Specimen type | Specimen number | Damage area degree | Damage location of cable length /m |
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A | A1 | 0 | 0 | A2 | A3 | Bij | B11, B12, B13 | 2/3 | 1/4 | B21, B22, B23 | 2/5 | Cij | C11, C12, C13 | 3/5 | 1/4 | C21, C22, C23 | 2/5 | Dij | D11, D12 | 1/2 | 1/4 | D21, D22 | 2/5 |
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Table 1. Edge wire damage of each group of specimens
Specimen | Wavelength variation |
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A1 | A2 | A3 |
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B11 specimen | 0.0158 | 0.0110 | 0.0063 | -0.0142 | 0.0000 | -0.0047 | 0.0000 | -0.0087 | -0.0040 | 0.0110 | 0.0056 | -0.0015 | -0.0110 | 0.0015 | 0.0031 | Maximum value of adjacent wave peak | 0.0158 | 0.0110 | 0.0063 | Minimum value of adjacent wave peak | -0.0142 | -0.0087 | -0.0047 | Δλ | 0.0300 | 0.0197 | 0.0110 |
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Table 2. Data of B11 specimen wire breaking
Specimen | Wavelength variation |
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A1 | A2 | A3 |
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D12 specimen | 0.0119 | -0.0072 | 0.0126 | 0.0095 | 0.0120 | -0.0102 | -0.0103 | 0.0007 | 0.0277 | -0.0134 | -0.0103 | -0.0285 | 0.0063 | 0.0127 | -0.0048 | Maximum value of adjacent wave peak | 0.0119 | 0.0127 | 0.0277 | Minimum value of adjacent wave peak | -0.0134 | -0.0103 | -0.0285 | Δλ | 0.0253 | 0.023 | 0.0562 |
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Table 3. Data of D12 specimen wire breaking
Specimen | Wavelength variation |
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A1 | A2 | A3 |
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D22 specimen | 0.0387 | 0.0119 | 0.0095 | -0.0205 | -0.0024 | -0.0048 | -0.0198 | -0.0015 | 0.0016 | 0.0047 | 0.0015 | 0.0016 | 0.0008 | -0.0039 | -0.0056 | Maximum value of adjacent wave peak | 0.0387 | 0.0119 | 0.0095 | Minimum value of adjacent wave peak | -0.0205 | -0.0024 | -0.0048 | Δλ | 0.0592 | 0.0143 | 0.0143 |
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Table 4. Data of D22 specimen wire breaking