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For all these specimens, a constant mild steel reinforcement ratio was used in fully grouted walls.
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The direct tensile tests are carried out on dog-bone shape of SFRC's specimens with a constant size.
In the first phase of the study, specimens with a constant water cementitious binder ratio were tested.
Specimens with a constant ply angle for all layers are considered.
The tests were carried out in tension on cruciform specimens with a constant amplitude fatigue cycle of R = 0.1.
The creep-fatigue crack growth behavior and fracture mechanisms of G115 steel at 650 °C were studied using compact tension specimens in a constant load control mode.
Thus, two series of concrete specimens with a constant water to cementitious materials ratio (w/cm) of 0.40 and different replacement levels of silica fume (SF) and natural zeolite (NZ) were prepared.
Hysteretic responses and failure modes of the specimens under a constant axial load and cyclic lateral loads, as well as the responses of the internal steel reinforcement and the FRP jackets are discussed in detail.
Figure 1 MND sorption characteristics depending on the AfB1 content in specimen at a constant amount of nanoparticles (a) and depending on the content of nanoparticles in specimen at a constant amount of AfB1 (volume 1 mL) (b).
Quasi-static cyclic loading was applied to the specimen with a constant gravity load.
The results were obtained by scanning the probe on test specimen at a constant speed.
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