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This paper deals with composite joints with double bolted single shear tensile loading for two specimens.
The requirement for two specimens presents cost, logistical, and acceptability challenges.
Uniaxial compressive strength was measured by a 50 mm cube specimen for two specimens for each mix, according to ASTM C109-07 (ASTM 2007).
Precast connections are constructed by adopting different connection detailing at the junction by considering reinforced concrete corbel for two specimens and steel billet for one specimen.
From the direct tensile test, the tensile stress strain curves were measured additionally with tensile strength and ultimate ductile tensile strain for two specimens for each mix.
Figures 7 and 8 present a comparison of the experimental results with the predicted results for the mid-span deflections with time for two specimens B40_D1 and B40_D2, respectively.
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For each of these materials, weld strength data are reported for two specimen thicknesses.
SSBS testing was carried out for ten specimens, while CSBS testing was done for another ten specimens from each group.
Shear type damage was observed for three specimens tested under double curvature.
Open image in new window Fig. 6 Predicted versus measured slab center deflection due to elevated temperature for three specimens.
Static tests are first conducted for six specimens, of which three are with arc transitions at chord-to-brace corners and the other three are without arc transitions.
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