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Besides, experimental results from tests on all 36 specimens indicated that each splice, in tension, developed more than 100%% of the specified tensile strength of the connected bar, and also more than 125%% of the specified yield strength of the connected bar.
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Two connected bars lead to a V.I.P. room with chocolate leather couches.
The ultimate load of a splice was less than that of the connected bars, i.e., with averages of about 92, 91, 90 and 93 % of the ultimate load of the connected bar for the IT-, RT-, CH- and CL-series specimens, respectively.
Force corresponding to the yield strength of connected bars.
For the bar fracture, the ultimate loads depended on the ultimate strengths of the connected bars.
Under incremental and repeated tensile loadings, the splices behaved similar to the connected bars.
Open image in new window * F ys is the loaded force corresponding to the yield strength of the connected bars.
The four sizes of the coupling sleeves with specific geometric parameters, as presented in Fig. 1, were used for different diameters of connected bars.
Test results have indicated that the mechanical performance of the splices is generally not as strong as that of the connected bars.
Additionally, the ultimate deformation capacities of the splices were not as strong as those of the connected bars, as mentioned in Sects.
In this study, specimens failed after yielding and at least close to 0.83 (see Table 7) of the ultimate strengths of the connected bars.
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