A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Influence of reinforcing details on yield line pattern and ultimate load-carrying capacity of reinforced concrete slabs
Seven simply supported slabs, 66×66×1 in. and 60-in. clear span with identical (isotropic) midslab reinforcement (p equals 0.8%) and various arrangements of bent bars and corner reinforcements, were cast and tested under uniform loads to flexural failure; two one-way slab strips, 66×12×1 in. and 60-in. span, were tested to determine ultimate moment; rigorous yield line analysis, which took into consideration effects of inhomogeneities and anisotropies in slab reinforcement, was performed for elementary geometries and boundary conditions.
Influence of reinforcing details on yield line pattern and ultimate load-carrying capacity of reinforced concrete slabs
Seven simply supported slabs, 66×66×1 in. and 60-in. clear span with identical (isotropic) midslab reinforcement (p equals 0.8%) and various arrangements of bent bars and corner reinforcements, were cast and tested under uniform loads to flexural failure; two one-way slab strips, 66×12×1 in. and 60-in. span, were tested to determine ultimate moment; rigorous yield line analysis, which took into consideration effects of inhomogeneities and anisotropies in slab reinforcement, was performed for elementary geometries and boundary conditions.
Influence of reinforcing details on yield line pattern and ultimate load-carrying capacity of reinforced concrete slabs
U S Waterways Experiment Station -- Misc Paper
Geymayer, H.G. (author) / McDonald, J.E. (author)
1967
88 pages
Report
English
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