Add to ORKGA general method for the development of valid lower bound solutions to uniformly distributed and orthotropically reinforced rectangular concrete slabs obeying normal moment criterion is described. General expressions for moment field have been obtained for nine cases of slabs having all combinations of simply supported and clamped-edge conditions. The lower bound collapse loads have been compared with the upper bound values obtained by the yield line theory. The paper also focuses attention to the need for the development of valid upper bound solutions with the satisfaction of kinematical admissibility and the flow rules associated with the normal moment criterion
The paper investigates the design of continuous steel-concrete composite beams using the elastic ana...
Reinforced concrete slabs have been known to exhibit considerable strength when tested to failure un...
The objective of this study is to determine whether or not the yield line theory, an effective metho...
A general method for the development of valid lower bound solutions to uniformly distributed and ort...
The general method earlier developed by the writers for obtaining valid lower bound solutions to sla...
A method is presented for obtaining lower bound on the carrying capacity of reinforced concrete foun...
In construction industry, reinforced concrete (RC) slabs represent fundamental elements of buildings...
An engineer assessing the load-carrying capacity of an existing reinforced concrete slab is likely t...
A finite element formulation of the limit analysis of perfectly plastic slabs is given. An element w...
Bending moment coefficients for the design of rectangular reinforced concrete panels supported on fo...
It has previously been proposed that the yield-line method of analysis for reinforced concrete slabs...
In this paper a recently developed method of analysis is used to examine the effects of rotational a...
A new lower bound finite element method for slab analysis is presented as a practical substitute to ...
Criteria for the limit state design of reinforced concrete slabs are discussed. A step by step longh...
Using square yield criterion and the associated flow rule, complete limit analysis solutions are pre...
The paper investigates the design of continuous steel-concrete composite beams using the elastic ana...
Reinforced concrete slabs have been known to exhibit considerable strength when tested to failure un...
The objective of this study is to determine whether or not the yield line theory, an effective metho...
A general method for the development of valid lower bound solutions to uniformly distributed and ort...
The general method earlier developed by the writers for obtaining valid lower bound solutions to sla...
A method is presented for obtaining lower bound on the carrying capacity of reinforced concrete foun...
In construction industry, reinforced concrete (RC) slabs represent fundamental elements of buildings...
An engineer assessing the load-carrying capacity of an existing reinforced concrete slab is likely t...
A finite element formulation of the limit analysis of perfectly plastic slabs is given. An element w...
Bending moment coefficients for the design of rectangular reinforced concrete panels supported on fo...
It has previously been proposed that the yield-line method of analysis for reinforced concrete slabs...
In this paper a recently developed method of analysis is used to examine the effects of rotational a...
A new lower bound finite element method for slab analysis is presented as a practical substitute to ...
Criteria for the limit state design of reinforced concrete slabs are discussed. A step by step longh...
Using square yield criterion and the associated flow rule, complete limit analysis solutions are pre...
The paper investigates the design of continuous steel-concrete composite beams using the elastic ana...
Reinforced concrete slabs have been known to exhibit considerable strength when tested to failure un...
The objective of this study is to determine whether or not the yield line theory, an effective metho...