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Complete solutions describing limit state of reinforced concrete slabs
Analytical results are established for `complete solutions' for exact limit load of isotropic and orthotropic slabs; use is made of H.G. Hopkins's and W.Schumann's general results on fields of moment, and rate of curvature; criterion is developed for kinematic admissibility of pattern of yield lines and for static admissibility of field of moments; distribution of moments and support reactions is investigated, without making use of concept of nodal force; general equations are established for negative yield line limiting considered plastic field of slab; author gives examples of various loadings and shapes of slab, obtains expressions for exact collapse loads, and states conditions governing validity of solutions.
Complete solutions describing limit state of reinforced concrete slabs
Analytical results are established for `complete solutions' for exact limit load of isotropic and orthotropic slabs; use is made of H.G. Hopkins's and W.Schumann's general results on fields of moment, and rate of curvature; criterion is developed for kinematic admissibility of pattern of yield lines and for static admissibility of field of moments; distribution of moments and support reactions is investigated, without making use of concept of nodal force; general equations are established for negative yield line limiting considered plastic field of slab; author gives examples of various loadings and shapes of slab, obtains expressions for exact collapse loads, and states conditions governing validity of solutions.
Complete solutions describing limit state of reinforced concrete slabs
Mag Concrete Research
Massonnet, C. (author)
1967
20 pages
Article (Journal)
English
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