Study on Bond-Slip Behaviors of Self-Stressing Steel Slag Concrete-Filled Steel Tube
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DOI: 10.1007/s12205-020-1596-7
Abstract: The bond-slip behaviors of self-stressing steel slag concrete filled steel tubes (SSSSCFST) are investigated by carrying out the push-out tests. The influence of thickness to diameter ratio, confining parameter and expansion ratio of steel slag… read more here.
Keywords: slip behaviors; bond; bond slip; ratio ... See more keywords