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SP1-R specimen showed a more ductile behavior compare to SP1 specimen.
It was found that the design resulted in a more ductile behavior.
The inclined bolt shear connectors showed a more ductile behavior than the straight bolt shear connectors.
The girders with the inclined bolt SCs showed a more ductile behavior than those with the straight headed bolt SCs.
A more ductile behavior was also observed as a result of transverse strengthening and concrete confinement effects.
In general KFRC specimens exhibited more ductile behavior with greater energy absorption and more well distributed cracking patterns, which is typical for KFRC.
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One may also notice that footings with lower concrete compressive strength manifest significantly more ductile behaviour.
As mentioned earlier, partial replacement of steel fibers with high strength PE fibers can produce more ductile tensile behavior but cause enlarged crack width.
The advantage of using ECC over SCC was exhibited through more ductile wall behavior and energy absorbing capacity.
The results show that the introduction of hybrid fibers had a synergetic effect on improving the bond performance in terms of peak bond strength and corresponding slip, resulting in a more ductile bond behavior.
The crack patterns and overall behavior of the 3D specimen demonstrate a more symmetrical and ductile behavior during early stages of loading.
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more reflective behavior
more furtive behavior
more egregious behavior
more altruistic behavior
more ductile rock
more disruptive behavior
more scandalous behavior
more ductile material
more ductile column
more transparent behavior
more suspicious behavior
more strange behavior
more ductile trend
more illicit behavior
more outlandish behavior
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