Numerical investigation of the monotonic behavior of strengthened Steel-Concrete composite girders
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DOI: 10.1016/j.engstruct.2021.113081
Abstract: Abstract The monotonic behavior of externally post-tensioned steel–concrete composite girders was numerically studied in this paper. A three-dimensional numerical model was developed and validated using experimental test results that were conducted by the authors and… read more here.
Keywords: shear connection; steel; degree shear; steel beam ... See more keywords