Research Article
Strut Deformation in CFRP-Strengthened Reinforced Concrete Deep Beams
Table 3
Difference of transverse tensile strains of the unstrengthened and CFRP-strengthened RC struts.
| | Load (kN) | | | 100 | 200 | 300 | 400 | 500 | 600 | 700 |
| | 0.75 | 0.0000 | (0.0000) | 0.0001 | 0.0001 | 0.0003 | 0.0004 | 0.0006 | 1.00 | 0.0000 | (0.0001) | 0.0002 | 0.0003 | 0.0006 | 0.0009 | 0.0018 | 1.25 | 0.0000 | (0.0001) | 0.0007 | 0.0009 | 0.0008 | 0.0010 | — | 1.50 | 0.0000 | (0.0002) | 0.0008 | 0.0009 | 0.0015 | — | — | 1.75 | 0.0000 | (0.0010) | 0.0013 | 0.0023 | — | — | — | 2.00 | 0.0004 | (0.0026) | 0.0024 | — | — | — | — |
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