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.

NumberUltimate load (kN)Yield load (kN)

GTZB16-DZ-BM118.19119.730.9986.3187.350.99
GTZB16-DZ-WM-104 mm114.17115.160.9985.9485.601.00
GTZB16-DZ-WM-20%111.90112.311.0089.9782.531.09
GTZB16-PZ-BM116.76114.771.0282.4984.990.97
GTZB16-DZ-120 mm-BM116.07116.800.9987.0584.251.03
GTZB16-DZ-104 mm-BM112.28115.090.9883.6981.931.02
GTZB16-DZ-88 mm-BM102.4697.141.0578.7066.691.18
GTZB16-DZ-BM-30 min116.8282.94