Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fatigue behavior of continuous composite beams
Experimental program was undertaken to evaluate proposed design recommendations for shear connectors in composite steel-concrete bridge members; fatigue tests of 4 two-span full-size continuous composite beams were carried out to investigate effect of shear connectors and variable amounts of longitudinal slab reinforcement in negative moment region; tests showed that spreading of connectors is permissible in vicinity of maximum negative moments so that tension flange stress near connector does not control design. (12472)
Fatigue behavior of continuous composite beams
Experimental program was undertaken to evaluate proposed design recommendations for shear connectors in composite steel-concrete bridge members; fatigue tests of 4 two-span full-size continuous composite beams were carried out to investigate effect of shear connectors and variable amounts of longitudinal slab reinforcement in negative moment region; tests showed that spreading of connectors is permissible in vicinity of maximum negative moments so that tension flange stress near connector does not control design. (12472)
Fatigue behavior of continuous composite beams
Nat Acad Sci -- Nat Res Counc -- Highw Res Rec
Daniels, J.H. (Autor:in) / Fisher, J.W. (Autor:in)
1968
20 pages
Aufsatz (Zeitschrift)
Englisch
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