Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lateral Restraint of Non-Composite Beams
Full-scale laboratory and field testing was performed to determine the restraint to elastic buckling of a steel beam supporting a non-composite concrete deck. In the laboratory testing, a 21-ft S 12x31.8 beam was loaded to flange yield without indication of lateral instability. Loads were applied through a 6-in. thick reinforced concrete slab having neither mechanical nor chemical bond to the beam.
Lateral Restraint of Non-Composite Beams
Full-scale laboratory and field testing was performed to determine the restraint to elastic buckling of a steel beam supporting a non-composite concrete deck. In the laboratory testing, a 21-ft S 12x31.8 beam was loaded to flange yield without indication of lateral instability. Loads were applied through a 6-in. thick reinforced concrete slab having neither mechanical nor chemical bond to the beam.
Lateral Restraint of Non-Composite Beams
R. J. Kissane (Autor:in)
1985
27 pages
Report
Keine Angabe
Englisch
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