Research Article
Experimental Study on Influence of Connection Defects on Joint Strength of Half-Grouted Sleeve Splicing of Rebar
Table 10
Comparison between finite element analysis and experimental results.
| Number | Ultimate load (kN) | | Yield load (kN) | | | | | |
| GTZB16-DZ-BM | 118.19 | 119.73 | 0.99 | 86.31 | 87.35 | 0.99 | GTZB16-DZ-WM-104 mm | 114.17 | 115.16 | 0.99 | 85.94 | 85.60 | 1.00 | GTZB16-DZ-WM-20% | 111.90 | 112.31 | 1.00 | 89.97 | 82.53 | 1.09 | GTZB16-PZ-BM | 116.76 | 114.77 | 1.02 | 82.49 | 84.99 | 0.97 | GTZB16-DZ-120 mm-BM | 116.07 | 116.80 | 0.99 | 87.05 | 84.25 | 1.03 | GTZB16-DZ-104 mm-BM | 112.28 | 115.09 | 0.98 | 83.69 | 81.93 | 1.02 | GTZB16-DZ-88 mm-BM | 102.46 | 97.14 | 1.05 | 78.70 | 66.69 | 1.18 | GTZB16-DZ-BM-30 min | — | 116.82 | — | — | 82.94 | — |
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