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Limit analysis of reinforced concrete slabs
Attempt is made to describe theory of plasticity for reinforced concrete slabs exclusively by theory of perfectly plastic materials; yield conditions are formulated for both isotropic and orthotropic slabs, and some exact solutions for isotropic slabs are given; nodal force theory is also presented and some upper-bound solutions containing curved yield lines are given; finally, some lower-bound solutions are given and theory for slabs with orthotropic reinforcements is derived.
Limit analysis of reinforced concrete slabs
Attempt is made to describe theory of plasticity for reinforced concrete slabs exclusively by theory of perfectly plastic materials; yield conditions are formulated for both isotropic and orthotropic slabs, and some exact solutions for isotropic slabs are given; nodal force theory is also presented and some upper-bound solutions containing curved yield lines are given; finally, some lower-bound solutions are given and theory for slabs with orthotropic reinforcements is derived.
Limit analysis of reinforced concrete slabs
Acta Polytechnica Scandinavica -- Civ Eng Bldg Construction
Nielsen, M.P. (author)
1964
166 pages
Article (Journal)
English
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Limit analysis of reinforced concrete slabs
| UB Braunschweig | 1964
Limit analysis of reinforced concrete slabs
| TIBKAT | 2002
Limit Analysis of reinforced concrete slabs
| UB Braunschweig | 2002
Limit analysis of reinforced concrete slabs
| TIBKAT | 1964
Limit analysis of reinforced concrete slabs
| UB Braunschweig | 2002