High performance steel bridge girder compactness

The present study employs experimentally verified nonlinear finite element modeling techniques for the study of high performance steel (HPS) I-shaped bridge girders. An evaluation as to the appropriateness of using the current American bridge specification (AASHTO 1998) provisions for cross-sectiona...

Ausführliche Beschreibung

Bibliographische Detailangaben

Veröffentlicht in:	Journal of constructional steel research 2002, Vol.58 (5), p.859-880
Hauptverfasser:	Earls, C.J, Shah, B.J
Format:	Artikel
Sprache:	eng
Schlagworte:	Compactness Composite girders High performance steel HPS Local buckling
Online-Zugang:	Volltext
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