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Laboratory tests on full-scale pony truss bridge -- 2
Tests with reinforced concrete deck were concerned with measurements of strains in steel and concrete resulting from concentrated loads applied above stringer; effects of composite action by comparing results were determined, when slab was supported by stringer, when slip was facilitated by paper between slab and stringer, and when shear connectors were added after slab had been cast; tests showed that maximum strain in stringers may be estimated safely by harmonic analysis assuming certain minimum degree of composite action.
Laboratory tests on full-scale pony truss bridge -- 2
Tests with reinforced concrete deck were concerned with measurements of strains in steel and concrete resulting from concentrated loads applied above stringer; effects of composite action by comparing results were determined, when slab was supported by stringer, when slip was facilitated by paper between slab and stringer, and when shear connectors were added after slab had been cast; tests showed that maximum strain in stringers may be estimated safely by harmonic analysis assuming certain minimum degree of composite action.
Laboratory tests on full-scale pony truss bridge -- 2
Queen's Univ -- Ontario Joint Highway Research Programme -- Report
Lash, S.D. (author) / Dauphin, E.L. (author) / Moran, P. (author)
1964
44 pages
Plate
Report
English
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