The influence of the linearisation of the yield surface on the load-bearing capacity of reinforced concrete slabs

Computer Methods in Applied Mechanics and Engineering

Volumn 162, Issue 1-4, 1998, Pages 351-358

  Olsen, Poul Colberg ^a  

^a Akad Ing   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL GEOMETRY; CONCRETE SLABS; DYNAMIC RESPONSE; LINEAR PROGRAMMING; LINEARIZATION; PLASTICITY; REINFORCED CONCRETE; THEOREM PROVING;

FINITE ELEMENT DISCRETIZATION; YIELD SURFACE LINEARIZATION;

FINITE ELEMENT METHOD;

EID: 0032142555     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(97)00352-6     Document Type: Article

References (4)

1. [1] E. Anderheggen and H. Knöpfel, Finite element limit analysis using linear programming, Int. J. Solids Struct. 8 (1972) 413-1431.
2. [2] R. Wolfenberger, Traglast und optimale Bemessung von Platten, Dissertation ETH Zürich, 1964.
3. [3] S. Krenk, L. Damkilde and O. Høyer, Limit analysis and optimal design of plates with triangular equlibrium elements, J. Engrg. Mech. 120(6) (1994) 1237-1254.
4. [4] M.P. Nielsen, Limit Analysis and Concrete Plasticity (Prentice Hall, Englewood Cliffs, NJ, 1984).